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0184 NORTH STREET
nrG i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel LID p lication;#- Health Division a�te_l"ssue Conservation Division- Appliatl��o `F�e�4 -� _ Planning Dept. Permit Fee X't , Date Definitive Plan Approved by Planning Board ���� -�? f U rl Historic - OKH Preservation / Hyannis ,, Project Str..eet�Acldressw .. 0 Owner" �� �\��. Address—R-.a•a ex� Telep� hone `1�5\— �G� C�W`\ PC er�mit}Req 0, o e�-� ��`�; Square feet: 1 st floor: existing'�D,00 proposed 0J 2nd floor: existing 0 proposed _Total new Zoning District Flood Plain Groundwater Overlay Project Valuatibr "7 Q o M� Construction Type p �D�•oo� Lot Size�c7, 1 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family °❑ Two Family ❑ Multi-Family (# units) 7 Age of Existing Structure Historic House: ❑Yes *No On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other ZA r,,-16 o Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing �-. new �� Half: existing new f Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count HeO Type and Fuel: .Gas ❑ Oil ❑ Electric ❑Other Central Air: *Yes ❑ No Fireplaces: Existing New Existing wood/coal stove:'»0 Yess❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: - Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ q> Commercial es ❑ No If yes, site plan review# C)C) nCurrent Use cam.S �,13`� Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) .Names - o,�Q'V_ Telephone- ber Address t SV - —L-icense-#--=-•__L ls� 7ao C)�_H,�_ Home Improvement Contractor# \ q Worker's Compensation # ALL=CONSTRUCTION�DE-BRIS,RESU LTING-FROMMTHIS,PROJECTWILI TA BE KEN TO SIGNATURE -s.. cz'c W FOR OFFICIAL USE ONLY APPLICATION# i DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER T - DATE OF INSPECTION: j FOUNDATION t FRAME ` _ INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL- GAS] ROUGH k FINAL OfFiINAL BUILDING tk'_• f; _. DATE CLOSED OUT, ASSOCIATION PLAN NO. ' Barnstable Town of Barnstable BAMSTABM _ Department of Public Works All-ft 382 Falmouth Road , Hyannis MA 02601 1 I http://www.town.bamstable.ma.us 2007 Mark S. Ells, Director Office : 508-790-6400 Fax: 508-790-6406 August 16 , 2011 Town of Barnstable Regulatory Services Department - Building Division 200 Main Street ; Hyannis , Mass 02601 Attn : Mr Tom Perry , Building Commissioner Subject : Occupancy Permit for 184 North Street , Hyannis,;) ( Map & Parcel 309 — 260 ) ; Burger King restaurant I have received information concerning the sewer easement between the Burger King property and the CVS property. After reviewing the information, the DPW is satisfied that the various concerns and questions have been addressed by the various parties involved. The Occupancy Permit may now be issued at the proper time, when requested by the property owner. Thank you for your assistance and cooperation in this matter. If you have any questions, or need additional information, please contact Dave Anderson. Sincerely ; David J Anderson Construction Projects Inspector Barnstable DPW - Admin & Tech Support Town- of Barnstable Regulatory Services ' = H,LRTt3TA g C.E, . Thomas F. Geiler, Dixector `6s9.. Building ;Division Thomas ferry, CBO, Buildiag Corumissioner 200 Main Street, Hya=s,Iva 02601' www.town.barns(2ble.ma.us lT Offices 508-86274038 � � Fax: 508-790-62= FLAN REVIEW Owner: L LLC' Map/Parcel: Project Address �� �0 Si_ WgBuilder. M .V ,P Oct c The following itern!s were noted on reviewing: d cJrf t 77 �/ / �'( S /�E�C 770/y L e`t--T a s y.4PN 5 7 4 N -n'A-L C-0 01 P :E teary s Reviewed by: Date: Town of Barnstable �oFI MWE rwf� 200 Main Street,Hyannis,Massachusetts 02601 1ST AB . : Regulatory Services Thomas F. Geiler, Director 9`bA 9• �• Building Division Tom Perry, Building Commissioner rFD MA'S A Phone(508)862-4679 Fax(508)862-4725 www.town.barnstable.ma.us March 7, 2011 LBK,_LLC.(Lessee for Burger King) c/o Marc_Rochon.., Mastoran Corp. 822 Lexington Street Waltham, MA 02452 RE: Site Plan Review# 006-10 LBK, LLC 184 North Street, Hyannis, MA - Map 309, Parcel 260 Proposal: Demolish existing Burger King restaurant with drive-through and two drive-up windows with a new Burger King restaurant with drive-through and two drive-up windows. Compliance with standards of the Design Infrastructure Plan are proposed. Dear Mr. Rochon: Please be advised that revised plans for the above proposal have received an administrative approval subject to the following: • Approval is based upon and must be built in substantial compliance with plans entitled"Site Development Permit Plan,Proposed Burger King Restaurant Facility in Barnstable(Hyannis), Massachusetts" 9 Sheets, dated March 12, 2010 with final revision February 21, 2011, prepared for LBK, LLC by Eastern Land Survey Assoc, Inc. of Peabody, MA and plans entitled"LBK LLC Redesigned Burger King"2 Sheets, dated 11/05/10 with final revision 11/12/10,prepared by R. Jon Henson Landscape Architects for LBK LLC and"Lighting Proposal for Burger King #664, Hyannis,MA"dated October 26,2010 prepared by LSI Industries. • .On-site electrical service must be buried underground in the event that coordination with NSTAR timeframes can be accomplished. • Prior to the installation of municipal lighting fixtures to be located on applicant's property;an easement'granted to the Town of Barnstable must be executed and recorded. t �. a • Building exterior.appearance and all accessories such as outdoor dining furniture,-signage, etc;, -must receive final approval from Growth Management Department for compliance with Design,_ Infrastructure Plan standards prior to the-request for a certificate of occupancy: • Profile view of sewer line connection and plans for hook up to existing line on abutting property to the east will need to be provided at the time a test pit,is dug and determination is made by DPW as to what will be required for their approval. e Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification,made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. , M Sincerely, Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Perry, Building Commissioner SPR file Growth Management Department Barnstable 'WE' Town of Barnstable Department of Public Works M-Ame„caCHY En , 112 Falmouth Road, Hyannis MA 02601 http://www.town.bamstable.ma.us 2007 Mark S. Ells, Director. Office : 508-790-6400 Fax: 508-790-6406 July 20 , 2011 Town of Barnstable Regulatory Services Department - Building Division,— , o 200 Main Street ; Hyannis , Mass 02601 _ _ W Attn : Mr Tom Perry , Building Commissioner 70 Subject : Issuance of Occupancy Permit - p 184 North Street , Hyannis ; ( Map & Parcel 309 — 260 ) proposed Burger King restaurant The Department of Public Works is questioning the appropriateness of allowing the proposed restaurant to tie-in to municipal sewer. This Division is waiting to receive information concerning this property from various parties involved with the property. Please withhold the issuance of an Occupancy Permit for the property at 184 North Street , Hyannis. Background - This office was recently contacted by a contractor, to tie-in the property at 184 North Street, into municipal sewer. Currently there is no municipal sewer available along North Street, between High School Road Ext and Bassett Lane. As part of the discussion, the contractor explained that an easement, through an adjoining property, would be used to gain access to municipal sewer on High School Road Ext. As part of this office's review of the proposed sewer connection, the DPW conducted a cursory investigation concerning the existence of an easement through the adjoining property. After some research, this Division can not satisfy itself that an easement does exist. This office cannot find any information that an easement was ever defined and delineated by a licensed surveyor; nor that a proper easement agreement was signed by any of the previous or current involved property owners; nor that an easement agreement was filed at the County Courthouse complex. If you have any questions, or need additional information, please contact Dave Anderson, or the Town Engineer. Sincerely ; Davi n erson Construction Projects Inspector Barnstable DPW - Admin & Tech Support Perry, Tom From: Burgmann, Bob Sent: Wednesday, July 13, 2011 9:34 AM To: Perry, Tom . Cc: Doyle, Peter;Anderson, Dave Subject: New and old buildings Hi Tom, I have become aware that Stu Bornstein recently demolished the building at 77 High School Road Extension. I don't know if he obtained a permit to do so from your department, but he did not get a sewer disconnect permit from us. I'd like to ask that, in the future, no building demolition permits be issued unless the applicant shows you either a permit from DPW to disconnect from the sewer or a permit from the Board of Health to abandon the septic s .` n another subject, the new Burger King building is under construction on North Street. They have indicated that they intend to connect to town sewer through the existing sewer connection of the CVS property next door. To date they have not satisfied this department that they have the legal rights to use that sewer service. No sewer connection permit has been issued. I have asked that they supply us with an acknowledgement from the CVS property owner that Burger King has the right to use the sewer along with a recorded maintenance agreement between the two parties that spells out who has responsibilities to maintain that sewer connection. To date I have received neither document. I am requesting that you do not issue any type of occupancy permit for Burger King until you receive a notification from DPW that a sewer permit has be n issued. hanks for your help. Bob Robert A. nn, P. E. Town Engineer 382 Falmouth Road/Route 28 Hyannis, MA 02601 508-790-6400 ext. 4940 508-790-6406 Fax 1 MASTOR'W CORPORATION C O N S T R U C T I O N D I V I S I O N Marc G.Rochon Projects Manager 822 Lexington Street,2nd Floor,Waltham,MA 02452-4848 Office: (781)893-0990 Office Fax:(781)899-6977 Home Office: (978)388-4554 Cell:(617)645-1596 Page 1 of 1 marc rochon From: Buntich, JoAnne [Joanne.buntich@town.barnstable.me.us] Sent: Thursday, September 01, 2011 9:06 AM To: Perry, Tom Cc: marc rochon; Jenkins, Elizabeth; Seymour, Steve Subject: 184 North Street Burger King Hi Tom, spoke with Marc Rochon.of Mastoran today regarding the Burger King temporary occupancy. Growth Management is satisfied that.the building meets Design and Infrastructure Plan requirements. The building location on the lot and the design are complementary to nearby:,development and improve the streetscape on North Street. I We understand that the light poles are on their way and are to be.installed in a few weeks. We see no need for easements to the Town at this time for the light poles. Once the lights are'installed we.will _ .: review the landscaping and lighting for.DIP compliance. . . . Please let me know if you have any questions or need any additional information. Thanks, Jo Anne- Jo Anne Miller Buntich Director Town of Barnstable Growth Management Department 367 Main Street: Hyannis.MA 02601 p 508 862 4735 f 508 862 4782 - e-mail ioanne.buntich@town.barnstable.ma.us Website http://www.tbwn.barnstable.ma.us Please consider'the environment before printing this email Z;Co e . �t 10/11/2011 Professional Land Surveyors.&Civil Engineers ESSEX SURVEY SERVICE 1958-1986 OSBORN PALMER 1911 -1970. BRADFORD&WEED 1885-1872 September 1,2011 Mr. Tom Perry,Building Commissioner Town of Barnstable 200 Main Street Hyannis,MA 02601 RE: F 15765 184 NORTH STREET HYANNIS,MA Dear Mr. Perry: Please be advised I have completed an As,Built Survey and Plan of the above reference project-:.. I certify, made upon knowledge'and belief in accordance with accepted professional standards that the work is in substantial compliance with the approved Site Plan by this firm dated March 12, 2010, revised February 21, 2011. r Christopher R. Mello,PLS President k CRM;Ic 104 LOWELL STREET - PEABODY, MASS. 01960 LEPHONE: 978-53'1-8121 FAX: 97.8-531-5920 Town of Barnstable Building Department - 200 Main Street aAg . # Hyannis, MA 02601 9 MASS. (508 1639. ) 862-4038 ArFD MA'S s Certificate of Occupancy Temporary Application 201101772 CO Number: 20110138 Parcel ID: 309260 CO Issue Date: 09101111 Location: 184 NORTH STREET Zoning Classification: OFFICEIMULTI-FAMILY RESIDENTIA Owner: BURCON, PROPERTIES Proposed Use: RESTAURANT & CLUB 822 LEXINGTON ST., 2ND FLOOR WALTHAM, MA 02452 Village: HYANNIS Gen Contractor: RACHON, MARC G Permit Type: CTCO COMM TEMPORARY CO Comments: TEMP CO ISSUED FOR 45 DAYS TO EXPIRE 10/15/11 x / 10/15/11 Building Department Signature bate Signed Expiration Date � co | C . f A Vv 8 fi :I f liv h I DOI N r4 NhAoi PROJECT NAME: c7CC� ADDRESS: Ie:�o-k IL��-�, S-F-• �t-1 Q►r1✓t�S , PERMIT# ZO I PERMIT DATE: M/P: �d cT , (jq C) LARGE ROLLED PLANS ARE IN: . Box . . � 3 SL ®T A - 3, Data entered in MAPS program on: A BY: Town of Barnstable Regulatory Services Thomas F. Geiler,Director rt BARNSTABLE, MASS. g Licensing Authority 1639. 200 Main Street Hyannis,MA 02601 www.town.barnstable.ma.us Telephone: (508)862-4674 Fax: (508)778-2412 October 28, 2011 o LBK, LLC CO CD Attn: Rob Smith, Manager `U` { 184 North Street _. Hyannis, MA 02601 i �w Rob Smith ? 170 Washington Street Leominster, MA 01453 co LBK, LLC 822 Lexington Street Waltham, MA 02452 Re: Need to amend your premises description and floor plan on your Common Victualler License Dear Mr. Smith: Because you have rebuilt the premises and changed the floor plan and/or capacity and added outside seats, you should have applied for an amended Common Victualler license, attended a hearing and been approved before using the premises. We do know that you are already operating after rebuilding, so you must apply immediately. Enclosed please find the checklist, forms and application needed as well as the hearing schedule. It is important that we have a current and accurate floor plan, approved by the Building Commissioner and that we verify that the other information we have on file for the corporation, lease, etc. is correct. ectfully, /117 ichard V. Scali, Consumer Affairs Supervisor RVS/cpa Cc: Tom Perry, Tom McKean Q:\WPHLES\LICENSING\Common Victualler\BK1tr2apply2amendCVlic10-28-1 LDOC �� �_- u � G�1 `� f Page 1 of 1 Perry, Tom From: Buntich, JoAnne Sent: Thursday, September 01, 2011 9:06 AM To: Perry, Tom Cc: mrochon@mastoran.com; Jenkins, Elizabeth; Seymour, Steve Subject: 184 North Street Burger King Hi Tom, I spoke with Marc Rochon of Mastoran today regarding the Burger King temporary occupancy. Growth Management is satisfied that the building meets Design and Infrastructure Plan requirements. The.building location on the lot and the design are complementary to nearby development and improve the streetscape on North Street. We understand that the light poles are on their way and are to be installed in a few weeks. We see no need for easements to the Town at this time for the light poles. Once the lights are installed we will review the landscaping and lighting for DIP compliance. Please let me know if you have any questions or need any additional information. Thanks, Jo Anne JoAnne Miller Buntich Director Town of Barnstable Growth Management Department 367 Main Street Hyannis,MA 02601 p 508 862 4735 f 508 862 4782 e-mail ioanne.buntich(a)town.barnstable.ma.us Website http://www.town.barnstable.ma.us Please consider the environment before printing this email f 9/1/2011 `TI-f �1"Eti Town of Barnstable Building Department - 200 Main Street RARNST"LE. * Hyannis, MA 02601 MASS 9�A 16,9. . (508) 862-4038 Certificate of Occupancy TeMporary Application 201101772 CO Number: 20110138 Parcel ID: 309260 CO Issue Date: 09/01111 Location: 184 NORTH STREET Zoning Classification: OFFICEIMULTI-FAMILY RESIDENTIA Owner: BURCON, PROPERTIES Proposed Use: RESTAURANT & CLUB 822 LEXINGTON ST., 2ND FLOOR j WALTHAM, MA 02452 Village: HYANNIS Gen Contractor: RACHON, MARC G Permit Type: CTCO COMM TEMPORARY CO Comments: TEMP CO ISSUED FOR 45 DAYS TO EXPIRE 10/15111 9 / 10/15/11 Building Department Signature Date Signed Expiration Date ,w. TOWN OF BARNSTABLE Building INE T� 201101772 BARNSTABLE, Issue Date: 04/20/11 Permit 9 MASS. 1 39. A Applicant: RACHON,MARC G Permit Number: B 20110769 Proposed Use: RESTAURANT&CLUB Expiration Date: 10/18/11 Location 184 NORTH STREET Zoning District OM Permit Type: NEW COMMERCIAL Map Parcel 309260 Permit Fee$ 6,825.00 Contractor RACHON,MARC G Village HYANNIS App Fee$ 150.00 License Num 56546 Est Construction Cost$ 750,000 j Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW BURGER KING RESTAURANT THIS CARD MUST BE KEPT POSTED UNTIL FINAL I INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BURCON,PROPERTIES BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 822 LEXINGTON ST.,2ND FLOOR INSPECTION HAS BEEN MADE. WALTHAM,MA 02452. Application Entered by: PR Building Permit Issued By: THIS-PERMIT CONVEYS NO'RIGHTTO OCCUPY ANY STREET,:ALLEY-OR SIDEWALK OR ANY PART THEREOF.;EITHER TEMPORARILY.OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,.MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION:OF:PUBLIC SEWERS MAYBE OBTAINEDFROM'THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASETHE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION .. RESTRICTIONS:. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 1 WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. 6. FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 S 2 2 / -W 91 3 0// G° 3 .�� 1 Heating Inspect n Approvals Engineering Dept � 4, �bGf�' ©K- co t-fc-fi i Fire Dept� _ /Z�/�� 2- ,,�,�1 (� A } Board of Health STAFF MEETING SPR AGENDA Meeting will be held January 11, 2011 Regulatory Services. 2:00 P.M.-4:30 P.M. -200 Main Street Building Division NEW APPLICATIONS: SPR 002-11 Harbor Health Services Informal 735 Attucks Lane,Hyannis Review Map 295,Parcel 017 Zoning District: Industrial, GP Overlay District Proposal: Seeking determination of parking adequacy for new tenant. CONTINUED APPLICATIONS: SPR 006-10 LBK,LLC (Lessee for Burger King) 184 North Street,Hyannis Map 309, Parcel 260 Zoning District: OM Proposal: Demolish existing Burger King restaurant with drive-through and two drive-up windows with a new Burger King restaurant with drive-through and two drive-up windows. New development will comply with dimensional requirements. The new restaurant will be decreasing the number of seats; no intensification of use or structure is proposed. Compliance with standards of the.Design Infrastructure Plan are proposed. Revised Plans per SPR Comments. SPR 001-11 89 Lewis Bay,LLC Regulatory 89 Lewis,Bay Road & 42 South Street,Hyannis Agreement Map 327, Parcels 223 & 241 Informal Zoning: Hyannis Village MS and HD Zoning Districts Proposal: Applicant seeks to modify existing Regulatory Agreement 2007-02 authorizing the rehabilitation and expansion of an existing structure at 89 Lewis Bay Road with related parking at 42 South Street,Hyannis and granted relief for density, parking, setbacks, building height and lot coverage for use of 60,000 s.f. of building as 42 units residential and 20,000 s.f. medical offices. Applicant seeks to retain the above uses and add an educational culinary arts use for approximately 8,000 s.f. on the first floor. Revised Plans Per SPR Comments. 1 • t Q CD o1 a�—n C\J M� a Jo two, Barnstable �iNET _ - Town of Barnstable Department of Public Works lu14me„cacmr i 8ARN31'ABLE, p ;;�,a� 382 Falmouth Road , Hyannis MA 02601 � ' ; rrABLE http://www.town.bamstable.ma.us ,,> S d-;3 2-00 jol 9. 04 Mark S. Ells, Director Office : 508-790-6400 Fax. 508-790-6406 31tJ August 16 , 2011 Town of Barnstable Regulatory Services Department - Building Division 200 Main Street ; Hyannis , Mass 02601 Attn ; Mr Tom Perry , Bu(cond n ' oner Subject : Occupancy Per84 North Street Hyannis ; ( Map & Parcel60 ) ; Burger King restaurant I have received informatio er easement between the Burger King property and'the CVS property. After reviewing the information, the DPW is satisfied that the various concerns and questions have been addressed by the various parties involved. The Occupancy Permit may now be issued at the proper time, when requested by the property owner. f Thank you for your assistance and cooperation in this matter. If you have any questions, or need additional information, please contact Dave Anderson. Sincere) ; avi nderson Con ruction Projects Inspector Barnstable DPW - Admin & Tech Support Barnstable yy pFiME, Town of Barnstable kcgbd �grAa1 : Department of Public Works �11-America City 382 Falmouth Road, Hyannis MA 02601 http://www.town.bamstable.ma.us 2007 Mark S.Ells, Director. Office : 508-790-6400 Fax : 508-790=6406 July 20 , 2011 Town of Barnstable Regulatory Services Department - Building Division o 200 Main Street ; Hyannis , Mass 02601 °° - Attn : Mr Tom Perry , Building Commissioner Subject : Issuance of Occupancy Permit 1-8rn � 4 North Street HHyanrtis ()Map & Parcel 309 — 260 ) ' proposed-Burger King restaurant .The Department of Public Works is questioning the appropriateness of allowing the proposed restaurant to tie-in to municipal sewer. This Division. is waiting to receive information-concerning this property from various parties involved with the property. Please withhold the issuance of an Occupancy Permit for the property at 184 North Street , Hyannis. Background. - This office was recently contacted by a contractor, to tie-in the property at 184 North Street, into municipal sewer. Currently there is no municipal sewer available along North Street, between High School Road Ext and Bassett Lane. As part of the discussion, the contractor explained that an easement, through an adjoining property, would be used to gain access to municipal sewer on High School Road Ext. As part of this office's review of the proposed sewer connection, the DPW conducted a cursory investigation concerning the existence of an easement through the adjoining property. After some research, this Division can not satisfy itself that an easement does exist. This office cannot find any information that an easement was ever defined and delineated by a licensed surveyor; nor that a proper easement agreement was signed by any of the previous or current involved property owners; nor that an easement agreement was filed at the County Courthouse complex. If you have any questions, or need additional information, please contact Dave Anderson, or the Town Engineer. Sincerely , ADaviehielorlb-n Construction Projects Inspector Barnstable DPW - Admin & Tech Support The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Address: - �.- -X .�r„ s C City/State/Zip: �.;cx r�G� �G,_ PbLtQ Phone.#: r7 \ - ``kq _p�`l 0 Are you an employer? Check the appropriatePox: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I 6. New construction employees (full and/or part-time).* ave hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. Demolition working for me in any capacity. employees and have workers' [No workers' comp.insurance comp. insurance. 9. Building addition required.] 5. We are a corporation and its 10.E Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.E Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.0 Other Comp.insurance required.] . "Any applicant that checks box#]must also fill out the section below showing their workers'compensation policy information. t Homeowners who"submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. XContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic. M Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi nder the/pains and pen Ities of perjury that the information provided above is true and correct Si afore: h qq f�� Date: t7` Phone#: J"�v LOther se only. Do not write in this area,to be completed by city or town official own: Permit/License# uthority(circle one): of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector erson: Phone#: L . _ Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual,partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation.and, if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure.to fill in the permit/license number which will be used as a reference number. In addition,an applicant applications in an given ear,need only submit one affidavit indicating current that must submit multiple pernut/license apphc y y g y policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in__(city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax 4 617-727-7749 Revised 1 i-22-06 www.mass.gov/dia URGER B G , N March 24, 2011. Building.Department,: :: Regarding workers' Compensation list, Subcontractors have not been awarded the Contracts at this point.When this happens a copy of their workers comp. insurance will be provided prior to the commencement of any work. Respectfully, 'O)A,( Construction ManagerLBK;LLC... Marc G Rochoi 822 Lexington* St:. . Waltham Ma, 02452 r, is i. z Mastoran Corporation / LBK, LLC Franchisees of Burger King Corporation 822 Lexington St. 2nd FI . Waltham, MA 02452 phone 781 .893.0990 fax 781 .899.6977 re J Nw COMcheck Software Version 3.3.1 I Interior Lighting Compliance Certificate 2009 1ECC Section 1: Project Information Project Type: New Construction Project Title : Burger King-Hyannis, MA Construction Site: Owner/Agent: Designer/Contractor: 184 North Street Amaral Associates Hyannis,MA 02601 184 West River Street Suite 5 Providence,RI 02904 Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Wafts (ft2) Watts/ft2 (B x C) Dining:Cafeteria/Fast Food 3075 1.4 4305 Total Allowed Watts= 4305 Section 3: Interior. Lighting Fixture Schedule A - B C D E r Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Waft. Dining:Cafeteria/Fast Food(30.75_ _ _ G2:2x4 recessed fl/48"T8 32W/Electronics _ 4 14 32 448 Al:6"recessed CFL/Spiral 26W/Electronic 1 12 26 312 B:pendant CFL/Spiral 20W/Electronic 1 14 20 280 E: 1x4 recessed FI/48"T8 32W./Electronic 2 6 32 ` 192 G 1:2x4 recessed fl/48"T8 32W/Electronic 4 19 32 608 Total Proposed Wafts= 1840 Section 4: Requirements Checklist Lighting Wattage: Cj 1. Total proposed watts must be less than or equal to total allowed wafts. Allowed Wafts Proposed Wafts Complies 4305 1840 YES Controls, Switching, and Wiring; Cj 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. 3. Daylight zones have individual lighting controls independent from that of the general area lighting.. Exceptions: Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. Ll Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. 0 4. Independent controls for each space(switch/occupancy sensor). Project Title: Burger King- Hyannis, MA Report date: 02/17/11 Data filename:G:\2010\Mastoran LBK-Hyannis, MA\10004-Design\Construction Admin\BK Hyannis cck Page 3 of 12 Exceptions: ❑ Areas designated as security or emergency areas that must be continuously illuminated. ❑ Lighting in stairways or corridors that are elements of the means of egress. ❑ 5. Master switch at entry to hotel/motel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. ❑ 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires,dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps,switching the middle lamp luminaires independently of other lamps,or switching each luminaire or each lamp. Exceptions: ❑ Only one luminaire in space. ❑ An occupant-sensing device controls the area. ❑ The area is a corridor,storeroom,restroom,public lobby or sleeping unit. ❑ Areas that use less than 0.6 Watts/sq.ft. ❑ 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: ❑ Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. ❑ 10.Photocell/astronomical time switch on exterior lights. Exceptions: ❑ Lighting intended for 24 hour use. ❑ 11.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: ❑ Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed light' g s stem has been designed to meet the 2009 IECC requirements in COMch ck Version 3.8.1 and to comply with the Jadatory re i ents in the Requirements Checklist. C �a11 t R/10, A NIZ U Name-Title Si natur "r ' ` *;, 9 �' .�__ :�, Date Project Title: Burger King - Hyannis, MA Report date: 02/17/11 Data filename: G:\2010\Mastoran LBK-Hyannis, MA\10004-Design\Construction Admin\BK Hyannis.cck Page 4 of 12 4 +4I COMcheck Software Version-3.8.1 Envelope Compliance Certificate 2009 IECC Section 1: Project Information Project Type: New Construction Project Title: Burger King-Hyannis, MA Construction Site: Owner/Agent: Designer/Contractor: 184 North Street Amaral Associates Hyannis,MA 02601 184 West'River Street Suite 5 Providence,RI 02904 Section 2: General.Information Building Location(for weather data): Hyannis,Massachusetts Climate Zone: 5a Building Type for Envelope Requirements: Non-Residential ' Vertical Glazing/Wall Area Pct.: 11% Activity Type(s) Floor Area ` Dining:Cafeteria/Fast Food 3075 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factor(a) Perimeter West wall:Wood-Framed,16"o.c. - 1120 21.0 0.0 0.062 0.064 Window 1:Metal Frame Curtain Wall/Storefront:Double Pane,Clear, 45 --- --- 0.500 0.450 SHGC 0.70 Window 2:Metal Frame Curtain Wall/Storefront:Double Pane,Clear, 45 --- 0,500 0.450 SHGC 0.70 Window dt1:Metal Frame Curtain Wall/Storefront:Double Pane, 13 --- F 0.500 0.450 Clear,SHGC 0.70 Window dt2:Metal Frame Curtain Wall/Storefront:Double Pane, 13 --- --- 0.500 0.450 Clear,SHGC 0.70 East Wall:Wood-Framed, 16"o.c:"~ 1117 21.0 0.0 0.062 0.064 Window 5:Metal Frame Curtain Wall/Storefront:Double Pane,Clear, 45 --- 0.500 0.450 SHGC 0.70 Window 4:Metal Frame Curtain Wall/Storefront:Double Pane,Clear, 45 --- 0.500 0.450 SHGC 0.70 Window 3:Metal Frame Curtain Wall/Storefront:Double Pane,Clear, 45 --- --- 0.500 0.450 SHGC 0.70 4 ' Door 1:Glass(>50%glazing):Metal Frame,Entrance Door,SHGC 34 --- --- 0.500 0.800 0.76 South Walll:Wood-Framed, 16"o.c 579 21.0 0.0 0.062 0.064 Window 7: Metal Frame Curtain Wall/Storefront:Double Pane,Clear, 45 --- --- 0.500 0.450 SHGC 0.70 Window 6:Metal Frame Curtain Wall/Storefront:Double Pane,Clear, 45 --- --- 0.500 0.450 SHGC 0.70 Door 2:Glass(>50%glazing):Metal Frame,Entrance Door,SHGC 21 --- 0.500 0.800 0.76 Project Title: Burger King - Hyannis, MA Report date:02/17/11 Data filename:G:\2010\Mastoran LBK-Hyannis,MA\10004-Design\Construction Admin\BK Hyannis.cck Page 1 of 12 North Wall:Wood-Framed, 16"o.c. 631 21.0 0.0 0.062 0.064 Door 3: Insulated Metal,Swinging 25 --- --- 0.062 0.700 Roof 1:Attic Roof with Wood Joists 408 38.0 0.0 0.027 0.027 Roof 2:Attic Roof with Wood Joists 583 38.0 0.0 0.027 0.027 Roof 3:Attic Roof with Wood Joists 1113 38.0 0.0 0.027 0.027 Roof 4:Attic Roof with Wood Joists 1190 38.0 0.0 0.027 0.027 Roof 5:Attic Roof with Wood Joists 197 38.0 20.0 0.017 0.027 Roof 6:Attic Roof with Wood Joists 235 38.0 20.0 0.017 0.027 Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical 4 ft. 275 --- 10.0 --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: Ej 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. Lj 2. Windows,doors,and skylights certified as meeting leakage requirements. Cj 3. Component R-values&U-factors labeled as certified. 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. Ll 5. 'Other'components have supporting documentation for proposed U-Factors. 6. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. Cj 8. Cargo doors and loading dock doors are weather sealed. O 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. 10.Building entrance doors have a vestibule equipped with closing devices. Exceptions: Building entrances with revolving doors. ' Doors that open directly from a space less than 3000 sq.ft.in area. Section 4: Compliance Statement Compliance Statement: The proposed.envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envel pe s stem has been designed to meet the 2009 IECC requirements in COMcheck Version 3.8.1 and to comply with the=eT its in the Requirements Checklist.Za 4 Lenmm�_j Name-Title Signature Date i4 .....a 5... rd1,, Project Title: Burger King - Hyannis, MA Report date: 02/17/11 Data filename:G:\2010\Mastoran LBK-Hyannis,MA\10004-Design\Construction Admin\BK Hyannis.cck Page 2 of 12 C®Mcheck Software Version 3.3.1 Mechanical Compliance Certificate 2009 IECC Section 1: Project Information Project Type: New Construction Project Title: Burger King-Hyannis, MA Construction Site: Owner/Agent: Designer/Contractor: 184 North Street Amaral Associates Hyannis,MA 02601 184 West River Street Suite 5 Providence,RI 02904 Section 2: General Information Building Location(for weather data): Hyannis,Massachusetts Climate Zone: 5a Section 3: Mechanical Systems List Quantity System Type&Description 1 HVAC System 1 (Single Zone) Heating: 1 each-Duct Furnace,Gas,Capacity=67 kBtu/h,Efficiency=80.00%Ec Cooling:1 each-Split System,Capacity=56 kBtu/h,Efficiency=13.00 SEER,Air-Cooled Condenser,Air Economizer 1 HVAC System 2(Single Zone) Heating: 1 each-Duct Furnace,Gas,Capacity=67 kBtu/h,Efficiency=80.00%Ec Cooling:1 each-Split System,Capacity=56 kBtu/h,Efficiency=13.00 SEER,Air-Cooled Condenser,Air Economizer 1 HVAC System 3(Single Zone): Heating: 1 each-Duct Furnace,Gas,Capacity=67 kBtu/h,Efficiency=80.00%Ec Cooling: 1 each-Split System,Capacity=56 kBtu/h,Efficiency=13.00 SEER,Air-Cooled Condenser,Air Economizer 1 HVAC System 4(Single Zone): Heating: 1 each-Duct Furnace,Gas,Capacity=67 kBtu/h,Efficiency=80.00%Ec Cooling:1 each-Split System,Capacity=56 kBtu/h,.Efficiency=13.00 SEER,Air-Cooled Condenser,Air Economizer 1 HVAC System 5(Single Zone) Heating: 1 each-Duct Furnace,Gas,Capacity=67 kBtu/h,Efficiency=80.00%Ec Cooling: 1 each-Split System,Capacity=56 kBtu/h,Efficiency=13.00 SEER,Air-Cooled Condenser,Air Economizer 1 Water Heater 2:Gas Instantaneous Water Heater,Capacity:7 gallons, Input Rating:75 Btu/h,Efficiency:0.82 EF Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 0 1. Equipment minimum efficiency: Duct Furnace(Gas): 80.0%Ec 2. Equipment minimum efficiency: Split System: 13.0 SEER 3. Cooling system provides a means to relieve excess outdoor air during economizer operation. Lj 4. Integrated air economizer required Requirements Specific To: HVAC System 2 1. Equipment minimum efficiency: Duct Furnace(Gas): 80.0%Ec rl 2. Equipment minimum efficiency: Split System: 13.0 SEER Project Title: Burger King - Hyannis, MA � Report date: 02/17/11 Data filename: G:\2010\Mastoran LBK-Hyannis, MA\10004-Design\Construction Admin\BK Hyannis.cck Page 7 of 12 3. Cooling system provides a means to relieve excess outdoor air during economizer operation. 4. Integrated air economizer required Requirements Specific To: HVAC System 3 El 1. Equipment minimum efficiency: Duct Furnace(Gas): 80.0%Ec 2. Equipment minimum efficiency: Split System: 13.0 SEER 3. Cooling system provides a means to relieve excess outdoor air during economizer operation. Lj 4. Integrated air economizer required Requirements Specific To: HVAC System 4 : 1. Equipment minimum efficiency: Duct Furnace(Gas): 80.0%Ec 2. Equipment minimum efficiency: Split System: 13.0 SEER Lj 3. Cooling system provides a means to relieve excess outdoor air during economizer operation. Lj 4. Integrated air economizer required Requirements Specific To: HVAC System 5 : O 1. Equipment minimum efficiency: Duct Furnace(Gas): 80.0%Ec O 2. Equipment minimum efficiency: Split System: 13.0 SEER Ll 3. Cooling system provides a means to relieve excess outdoor air during economizer operation. Cj 4. Integrated air economizer required Requirements Specific To: Water Heater 2 1. Gas Instantaneous Water Heater efficiency: 0.7 EF 2. First 8 ft of outlet piping is insulated Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Plant equipment and system capacity no greater than needed to meet loads Ll Exception:Standby equipment automatically off when primary system is operating Ll Exception:Multiple units controlled to sequence operation as a function of load Ll 2. Minimum one temperature control device per system 3. Minimum one humidity control device per installed humidification/dehumidification system 4. Load calculations per ASHRAE/ACCA Standard 183 Li 5. Automatic Controls:Setback to 55°F(heat)and 85°F•(cool);7-day clock,2-hour occupant override,10-hour backup 0 Exception:Continuously operating zones 0 Exception:2 kW demand or less,submit calculations 06. Outside-air source for ventilation;system capable of reducing OSA to required minimum 7. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly 0 Exception:Ducts located within equipment Exception:Ducts with interior and exterior temperature difference not exceeding 15°F. 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment 9. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181B tapes and mastics 10.Hot water pipe insulation: 1.5 in.for pipes-1.5 in.and 2 in.for pipes>1.5 in. Chilled water/refrigerant/brine pipe insulation: 1.5 in.for pipes-1.5 in.and 1.5 in.for pipes>1.5 in. Steam pipe insulation: 1.5 in.for pipes-1.5 in.and 3 in,for pipes >1.5 in. O Exception:Piping within HVAC equipment. Exception:Fluid temperatures between 55 and 105°F. Exception:Fluid not heated or cooled with renewable energy. Exception:Piping within room fan-coil(with AHR1440 rating)and unit ventilators(with AHR1840 rating). Exception:Runouts<4 ft in length. 11.0peration and maintenance manual provided to building owner Ll 12.Piping,insulated to 1/2 in.if nominal diameter of pipe is<1.5 in.; Larger pipe insulated to 1 in.thickness 131avatory faucet outlet temperatures in public restrooms limited to 110°F(43°C) 14.Thermostatic controls have 5°F deadband Exception:Thermostats requiring manual changeover between heating and cooling Exception:Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. Project Title: Burger King- Hyannis, MA Report date: 02/17/11 Data filename: G:\2010\Mastoran LBK-Hyannis, MA\10004-Design\Construction Admin\BK Hyannis.cck Page 8 of 12 r � ❑ 15.Balancing devices provided in accordance with IMC(2006)603.17 ❑ 16.Demand control ventilation(DCV)present for high design occupancy areas(>40 person/1000 ft2 in spaces>500 ft2)and served by systems with any one of 1)an air-side economizer,2)automatic modulating control of the outdoor air damper,or 3)a design outdoor airflow greater than 3000 cfm. ❑ Exception:Systems with heat recovery. ❑ Exception:Multiple-zone systems without DDC of individual zones communicating with a central control panel. ❑ Exception:Systems with a design outdoor airflow less than 1200 cfm. ❑ Exception:Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. ❑ 17.Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings ❑ Exception:Gravity dampers acceptable in buildings<3 stories ❑ Exception:Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlocked with fan ❑ 18.Automatic controls for freeze protection systems present ❑ 19.Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted ❑ Exception:Hazardous exhaust systems,commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. ❑ Exception:Systems serving spaces that are heated and not cooled to less than 60°F. ❑ Exception:Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. ❑ Exception:Heating systems in climates with less than 3600 HDD. ❑ Exception:Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64°F: ❑ Exception:Systems requiring dehumidification that employ energy recovery in series with the cooling coil. ❑ Exception:Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or,a separate make up air supply meeting the following makeup air requirements:a)at least 75 percent of exhaust flow rate,b)heated to no more than 2°F below room setpoint temperature,c)cooled to no lower than YF above room setpoint temperature,d)no humidification added,e)no simultaneous heating and cooling. Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed mecha 'cal s stems have been designed to meet the 2009 IECC requirements in COMcheck Version 3.8.1 and to n�v o comply with theequi ' n in the Requirements Checklist. ` a.L.— z, za/i, 4aKe Title Signature j:;,;," Date 1 s( (C1y0. i., Project Title: Burger King- Hyannis, MA Report date: 02/17/11 Data filename: G:\2010\Mastoran LBK-Hyannis, MA\10004-Design\Construction Admin\BK Hyannis.cck Page 9 of 12 pf1HEr Town of Barnstable Regulatory Services i BARNs-rABLB, r HAss. � Thomas F.Geiler;Director Fo ,, a�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 - Fax: 508-790-6230 Properly Owner Must Complete and Sign This.Section •If UsinLy A Builder wi CV h NG hGn S. 06 �f ;as Comer of the subject property hereb authorize y to act on my behalf,. . in all matters relative to work authorized by this building pemut application for:: - (Address of J b) ' ignattire of er Date rre►Ic>�n S. 1t �ss��}-Gn� S�c��r� Print Name.. I - n eiY Cwner is apP Yg or permit lease cornple€e the Homeownets License Exemption Eorm on the reverse side. - Q:FO RMS:O NWE RPERM ISS ION marc rochon From: eDEPConfirmation @ massmail.state.ma.us Sent: Tuesday, March 15, 2011 9:14 PM To: marc rochon Subject: eDEP Submittal Confirmation for DEP Transaction ID: 372635 , Thank you for using eDEP Online Filing from the Massachusetts Department of Environmental Protection. Your transaction is complete and has been submitted to MassDEP. This email is your receipt for the eDEP Online Filing transaction described .below. Please review it and keep a copy for your records. Please do NOT reply to this message, this email address will not receive messages. For assistance with eDEP Online Filing, please email the EEA Help Desk at <A href="mailto:helpdesk.eea@state.ma.us">(helpdesk.eea@state.ma.us)</A>or call 617-626-1111. MassDEP is interested in how we can serve you better. To help us make improvements to eDEP, please take a minute to complete our eDEP Online Filing Survey at http://www.mass.gov/dep/service/compliance/edepsurv.htm. To contact MassDEP Programs, please see http://mass.gov/dep/about/contacts.htm. DEP Transaction ID: 372635 Date and Time Submitted: 03/15/2011 04:34:57 Form Name: AQ 06 - Construction/Demolition Notification Payment Information DEP code: 53565 Date: 3/15/2011 4:34:31 PM Amount ($) : 85 Payment Detail: ROCHON MARC _--AccountType -- AccountNumber ****4618 ConfirmationNumber: Contractor Contractor Number Name Address Supervisor Project Monitor Lab EMAIL ID OF THE USER: mrochon@mastoran.com tv C-DEP MassDEP's OnlineFilirig System - ' Page l'of 1 -MassDEP Home I Contact:ffeedback I Tour i Privacy Policy. MassDEP's Online Filing System Usemame:MROCHON R Nickname:HOLLYWOOD4510 My eDEP I Forms®I My Profile CO Help_ , . , rrI Receipt Forms., - Payment Signature , Pt ReCei Summary/Receipt print receipt Exit Your submission is complete.Thank you for using DEP'sonline reporting` system. You can select "My eDEP",to see a list-of your.transactions. ' DEP Transaction ID: 372635 4 Date and Time Submitted: 3/15/2011.4:34 57`FM Other Email : x Form Name:AQ 06=.Construction/Demolltion:Notlficatlon Payment Information # - DEP code: 53565 Date: 3/15/2011 4:34,31;:PM `r Amount($): 85 Payment Detail: ROCHO0N MARC AccountType--Accou6tNumber-****4618_ r ConfirmationNumber. a . Contractor Contractor Number t Name :3 Address, , Supervisor . r Project Monitor. F. Lab - . My"eDEP 77 w. N1assDEP Home 1.Contact 1,Feedback 1.Tour, 1,,Privacy Policy_ MassDEPsOnline*Filing System ver`.10.1.470©2010 MaisDEP ; • k ... a '.. .. w. r .... `, ,'.'••, f.."' .... https://edep.dep.-mass.gov/Pages/PrintReceipt.aspx 3/15/2011 l , Massachusetts Department of Environmental:Protection _ Bureau of Waste Prevention • Air Quality, _ Q Decal Number BW P A 06 - - Notification Prior to Construction or Demolition Important: A. App 1lcabllit When filling out y, forms on the computer,use only the tab key A Construction or Demolition operation of an industrial, commercial, or institutional budding, or to move your cursor=do not residential building with 20 or more units is regulated by the Department:of Environmental Protection use the return (DEP), Bureau of:Waste Prevention-Air Quality Control Regulations 310 CMR T09:.Notification of key. Construction or Demolition operations'is required,under 310 CMR 7.09(2)ten (10)days`prior to any work being performed.'The.following information is required pursuant to 310 CMR 7.09 x B. General Project Description '` c 1. a. Is this facility fee exempt city,town, district, municipal housing authority;owner-occupied Instructions residence of four:units or less? Yes._0 No . 1:All sections of > b.Provide,blankef decal number.if applicable:. . this form must be Blanket Decal Number completed in order * to comply With the. Facility Information Department of a - Burger King a Environmental Protection: a.Name notification 184 Nortl Stre'et,-w* requirements of b..Address . 310 CMR 7.09 H annis MA 02601 F c.Cit ..own: ,d.State <.: ' e:Zio Code (781)893-0990 ' ri ochon@mastoran.corh = :f.Tele hone Number-(area code and extension : : E-mail Address o tional "` 3,000 1 h.Size of Facility in Square Feet °:` i.:Number of Floors Was,the built nor to 1980� ✓ Yes No J. y p Q ❑ k. Describe the current or prior'use of the facility 4. - Fast Food Restaurant a `' I:Is.the facility,a residential facility? ElYes .. RIM �°_ , m. If yes,how many units Number of units .. _ A .. .�° 3. Facility Owner A �N LBK,LLC:;, ...a..Name °.., . 822 LeArigton.St'2r'&Fl.' b.Address:. ti Waltham Ma ;�' 1. 02452 -� � . . Z' Code.. i wn .-St t .; -o: (781)893-0990 bkohler@mastoran.com f.Tele hone Number area code and extension .E-mail Address(optional): 781 8910990 �Q h.Onsite Manager Name -� ag06.doc•10/02 BWP AQ 06-Page 1.of.3 f Massachusetts Department of Environmental Protection Bureau of Waste Prevention • Air Quality Decal BW P AQ 0 Number Notification Prior to Construction or Demolition General B. General Pr ect Descri tion cost: statement:If o 1 p asbestos is found during a Construction or 4. General.Contractor. Demolition JIVIarc G Rochon operation,all :a Name responsible parties must comply with 111 Bartlett Place 310 CMR 7.00, b.Address __ 7.09,7.15,and Chapter.21E of the Amesbu Ma - 1 01913 -� General Laws of c.City/Town d.State: - :: e.Zi Code the Commonwealth: (617)645-1596 mrochon@mastoran.com This would include, f.Tele hone Number area code and extension but would not be E-mail Address(optional): limited to,filing an Marc G Rochon asbestos removal: :::h.On-site Manager Name notification with the:: Department and/or _ a notice of release/threat of releaseof9 C..General.Construction..or Demolition Description hazardous substance to the 1. Gonstruction or demolition contractor: Department,if -. .... applicable:. NELM'CORP _ .. .,. . .. .. ::a.Name 5 Park Ave b.Address .: Carver Ma . .' 02330 :c.-City/Town d.State .. e.:Zip Code (508)866-2130 rj@nelmcorp.com jr f.Telephone Number area code and extension) g,E-mail Address(optional), Raymond Delmonico :h.On-site Manager Name 2 On-.Site Supervisor: Marc Rochon On-Site Supervisor Name:; 3. Is the entire facility to be demolished? ❑✓ Yes. ...® No �N 4 Describe the areas : moo.. ( )to be demolished: �° Building, Foundation, Septic Tank,ParkingLot N L71 .......... -5. If thisis a construction project, describe the building(s)or addition(s).to be.constructed: C �Q 0 ag06.doc•10/02 BWP AQ 06•Page 2 of 3 I Massachusetts Department-of Environmental Protection � Bureau of Waste Prevention • Air.Quality L71 Decal Number BWP A 0�6 Notification Prior to Construction or Demolition I C. General Construction.or De. molition.Description (cont.) 6. a. If this is a demolition project,were the structure(s)surveyed for the presence of asbestos containing material (ACM)?: ❑✓ Yes ❑ No If yes, who conducted the survey? Green Enviromental Surveyorb. Name A1033194 c.Division of occupational Safety Certification Number ' 7. .Construction or Demolition I a.start/2011 07/30/2011 -- -. Date(mm/dd/yyyy) b.:End Date(mm/dd/yyyy) 8. a. For demolition and.construction projects, indicate dust suppression techniques:to be used : : ❑ seeding ❑ paving RV wetting ❑'shrouding b. If other, please specify: El covering.,, El other 9. For Emergency Demolition.Operations,who is the DEP official who evaluated the emergency? a.-Name of DEP Official' b.Title . c.Date mm/dd/ of Authorization d.DEP Waiver Number D..Certification. I certify that I have examined the Marc G Rochon o above and that to the:best of my a.Print Name -o knowledge it is true and-complete. The Slg nature.below subjects the b.Authorized Signature �N signerto the general statutes Construction Manager c? : regarding a false and misleading c.Position/ i e �o statement(s) LBK,LLC d.Representing::: � ' e;Date(mm/dd/yyyy) �o �d ag06.doc•10102 BWP AQ 06•Page.3 of.3� r DATE(MM/DD/YYYY) ACORN CERTIFICATE OF LIABILITY INSURANCE 0410412011 PRODUCER 800-782-0251 FAX 781-261-2099 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Eastern Insurance Group LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 77 Accord Park Drive, Unit B-1 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Norwell, MA 02061 INSURERS AFFORDING COVERAGE NAIC# INSURED Green Environmental, Inc. INSURERA: Nautilus Insurance Company Green Environmental Contractors, Inc. INSURER B: Commerce 120 Longwater Drive INSURERc: Great Divide Insurance Norwell, MA 02061 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR INSR DATE MM/DD/YYYY DATE MM/DD/YYYY LIMITS GENERAL LIABILITY ECP01528403-10 0212512011 0212512012 EACH OCCURRENCE $ 1,000,OO X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $ 100,00( CLAIMS MADE ❑X OCCUR - MED EXP(Any one person) $ - 5,00( A PERSONAL R ADV INJURY $ 11000,00C GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 X POLICY X PERO X LOC JCT AUTOMOBILE LIABILITY IOM-LYY4817 0111612011 0111612012 COMBINED SINGLE LIMIT ANY AUTO - (Ea accident) $ 1,000,00C ALL OWNED AUTOS BODILY INJURY .$ X SCHEDULED AUTOS - (Per person) B X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS - - (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY - AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY FFX1528404-10 0212512011 0212512012 EACH OCCURRENCE $ 5,000,000 X OCCUR CLAIMS MADE AGGREGATE $ 5,000,000 A $ RDEDUCTIBLE $ X RETENTION $ 10,00 $ WORKERS COMPENSATION WCA1528409-10 0310112011 0110112012 X C S A - H OT - AND EMPLOYERS'LIABILITY Y/N TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE❑ - E.L.EACH ACCIDENT $ 1,000,00 C OFFICERIMEMBER EXCLUDED? — (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,00 If yes,describe under - SPECIAL PROVISIONS below L - E.L.DISEASE-POLICY LIMIT $ 1,000,00 OTHER ECP01528403-10 021251201 0212512012 Aggregate: $2,000,000 Contract Pollution AProfessional Liab. DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS - - Asbestos Abatement Services, 184 North Street, Hyannis, MA, Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION - DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Masteron LBK LLC REPRESENTATIVES. 822 Lexington St. AUTHORIZED REPRESENTATIVE Wa tham, MA 02452 Ronald Cleaves/RA1 �'�� ACORD 25(2009/01) ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Massachusetts- Department of Publk Safety Board of Building- Re�-ulations and Stand a tls Construction Supervisor License License: CS 56546 40. ARC G,yROCHOfN ,11 BARTLETTPLACE, t ,?AMESBURY MA 019`13''f Expiration: 2J212013 ('onmiiatiroher t 1t Tr#: 10192 • Office of Consumer Affairs&B smess.Regulation WAC HOME IMPROVEMENT CONTRACTORRegistratiori:�125973 TypeExpiration: <4,14 012.. IndividualROCHON w MARC.:ROCHON 11 BARTLETT PLAGE . AMESBLlRY,MA-0191r3-,• _ a g+ Undersecretary i Rpr 01 11 10: 39a National Grid 14014670473 p, 1 � -�r-�al gnd April 1, 2011 Mark Rochon- LBKLLC Re: 184 North Street, Hyannis, Ma. This letter is to notify you that the gas service located at 184 North Street, Hyannis, Ma was as cut off at valve on 3/28/11. If you have any questions, please feel free to contact me @ 781-907-2930 Sincerely, Diane L. Stevenin Customer Driven Construction diane.stevenin@us.ngrid,com 781-907-2930 781-522-1056 fax 40 Sylvan Road E-2 Waltham, Ma 02451 L AP r. 1. 2011 10:59AM No, 3350 P. 2 One NSTAR Way,SW330 ELE;(:T/4%fir' Westwood,MA 02090-9230 Phone/FAX 781-441-3334 GAS" justin.relhl@nslor.Coftl April 1, 2011 LBK LLC 822 Lexington St Waltham MA 02452 RE, 184 North St, Hyannis WO#01821947 To Whom It May Concern: At NSTAR, we're committed to delivering great service, This letter serves as confirmation that, as of March 30, 2011, the electric service to 184 North St, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (781)441-3334. Sincerely, Justin Reihl New Customer Connects �oFIKE�W Department of Public Works 47 Old Yarmoueh Rd. P.O.Box 326 °�► Water Supply Division Hyannys,Ma n" BARNSTABLE, * 02601.0326 9 MASS. TEL:568-775-0063 �pr 163q' A, Hyannis Water System Operation. s. FAX:5.08,-790-1313 March 22, 2011 Town of Barnstable 4 Attn: Paul Roma, Building Inspector Town Hall 367 Main Street RE: 184 North Street :Dear Mr. Roma: Please be advised that the above water service has been shut off and the.meter removed at 184.North Street. The owner has informed us of plans to demolish the building and rebuild it. If you have any questions, please don't hesitate to contact me. Sincerely, ; Christina Ferrari Hyannis.Water System Operated and Maintained by United Water.- i �.N 40ME OFFICE AUSTIN OFFICE DES OINELEUR DRIVE MERCHANTS X o 875 -0720 DES MOINES,IOWA 50321-1158 AUSTIN,TEXAS 78755-0720 (515)243-8171 (512)343-9033 FAX(515)243-3854 BONDING COMPANY FAX(512)343-8363 LICENSE AND PERMIT BOND Bond No. MA 1134 KNOW ALL PERSONS BY THESE PRESENTS: That we, LBK LLC dba BURGER KING of WALTHAM State of Massachusetts as Principal, and MERCHANTS BONDING COMPANY (Mutual), a corporation duly licensed to do business in the State of Massachusetts as Surety, are held and firmly bound unto TOWN OF BARNSTABLE, MA Obligee, in the penal sum of One Thousand Dollars ( $1,000.00 ) DOLLARS. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, that whereas, the Principal has been licensed FOR A ROAD OPENING PERMIT by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all Amendments, appertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect for a period commencing on the 6th day of April 2011 , and ending on the 6th day of April 2012 , unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing to the Obligee and to the Principal, in care of the Obligee or at such'other address as the Surety deems reasonable, and at the expiration of thirty-five(35)days from the mailing of notice or as soon thereafter as permitted by applicable law,whichever is later, this bond shall ipso facto terminate and the surety shall thereupon be relieved from any liability for any subsequent acts or omissions of the Principal. No right of action shall accrue on this bond to or for the use of any person or corporation other than Obligee named herein. Dated this 6th day of April 2011 LBK LLC dba BURGER KING Principal Countersigned (if required): ; Principal By: NOT REQUIRED MERCHANTS BONDING COMP Y(Mutual) By. . LP 0206 (7/03) Theresa M Riker Attorney-in-Fact MERCHANTS BONDING COMPANY Bond#: MA 1134 POWER OF ATTORNEY Know All Persons By These Presents,that the MERCHANTS BONDING COMPANY(MUTUAL),a corporation duly organized under the laws of the State of Iowa,and having its principal office in the City of Des Moines,County of Polk,State of Iowa,hath made, constituted and appointed, and does by these presents make,constitute and appoint Theresa M Riker Of Lewiston and State of ME its true and lawful Attomey-in-Fact,with full power and authority hereby conferred in its name, place and stead,to sign,execute,acknowledge and deliver in its behalf as surety any and all bonds,undertakings, recognizances or other written obligations in the nature thereof,subject to the limitation that any such instrument shall not exceed the amount of: TEN MILLION($10,000,000.00)DOLLARS and to bind the MERCHANTS BONDING COMPANY(MUTUAL)thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY(MUTUAL),and all the acts of said Attorney-in-Fact,pursuant to the authority herein given,are hereby ratified and confirmed. This Power-of-Attorney is made and executed pursuant to and by authority of the following Amended Substituted and Restated By- Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY(MUTUAL)on November 16,2002. ARTICLE 11,SECTION 8-The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint Attomeys-in-Fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto,bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof. ARTICLE II,SECTION 9-The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed. In Witness Whereof,MERCHANTS BONDING COMPANY(MUTUAL)has caused these presents to be signed by its President and its corporate seal to be hereto affixed,this 24th day of February 2010 \HG Co •� MERCHANTS BONDING COMPANY(MUTUAL) •y • z: 3. y' 1933 :c: Byf-77 7.z 77, STATE OF IOWA •••.. ;•.•'• President COUNTY OF POLK ss. On this 24th day of February 2010 before me appeared Lary Taylor,to me personalty known,who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY(MUTUAL), the corporation described in the foregoing instrument,and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said.Corporation by authority of its Board of Directors. In Testimony Whereof,1 have hereunto set my hand and affixed my Official Seal at the City of Des Moines,Iowa,the day and year first above written. CINDY SMYTH =��- Commission Number 173504 J/ OWN My Commission Expires V March 16,2012 Notary Public,Polk County,Iowa STATE OF IOWA COUNTY OF POLK ss. I,William Warner,Jr.,Secretary of the MERCHANTS BONDING COMPANY(MUTUAL),do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said MERCHANTS BONDING COMPANY(MUTUAL),which is still in full force and effect and has not been amended or revoked. In Witness Whereof,I have hereunto set my hand and affixed the seal of the Company on this 6th day of April 2011 .•••••. • (J1 4�Z�' Secretary • •r—•� -o- y 1933 ;c POA 0005(1/09) •,� `�• s URGER ............... . t . Date: April 6, 2011 From: Larry W. Kohler { To: Whom It May Concern RE: Marc G. Rochon Please be advised that this letter is to.serve%as an official notice'ahat Marc G. Rochon is'an� employee of Mastoran Corporation./LBK, LLC, a franchisee of Bu'rger'King Corporation: op Further,,Mr. Rochon will serve in the capacity of Acting Authorizing Agent in the matters of, and relating.to the demolition and-construction project at 184 North Street Hyannis, Massachusetts "Burger King#664!5 a Thank ou, ..Larry W. Kohler, President' Ma storan Corporation / LBK, LLC Franchisees of Burger.King Corporation: - 822 Lexington St. 2nd FI: : Waltham, MA 02452 phone 781 .893.0990 - fax 781 .899.6977 Commonwealth of Massachusetts Division of OccuRational Safety rleatherE.Rowe.AcimgCon.•miss+oner Asbestos Inspector {} KATHERINE A..DAIL'E llyy�� Eff,Date 06%06l10 :Exp,.Date 0&05111 4 A1000170 htmbW of C 0 Id E S 60 Ifllllll�fl�liilllllllllllilllllll � ����IIIIINIIIIIIIIIII BOS- h i NESPHAP ASBESTOS SURVEY 184 North Street Burger King Hyannis,Massachusetts Prepared for: Masteron Corporation 822 Lexington Street Second Floor Waltham,Massachusetts ATTN: Mr.Mark Rochon Prepared by: Green Environmental,Inc. 120 Longwater Drive Norwell,MA 02061 March 2011 TABLE OF CONTENTS 1.0 INTRODUCTION.................................................................................................. 1 2.0 ASBESTOS SURVEY............................................................................................ 1 3.0 CONCLUSIONS..................................................................................................... 2 4.0 LIMITATIONS.......................................................................................................2 APPENDICES Appendix A: Suspect ACM Summary Tables Appendix B: Asbestos Chain of Custodies Appendix C: AEC Lab Certifications Appendix D: Green Employee Licenses and Certifications NESHAP Asbestos Survey March 2011 184 North Street Hyannis,Massachusetts 1.0 INTRODUCTION Green Environmental, Inc. (GREEN) was retained by The Masteron Corporation of Waltham, Massachusetts to conduct a NESHAP Asbestos Survey to support upcoming demolition at the subject building located at 184 North Street in Hyannis,Massachusetts. 2.0 ASBESTOS SURVEY GREEN conducted an Asbestos Survey of the subject property to identify and determine the extent of asbestos requiring special handling and/or disposal prior to renovation/demolition activities. The use of asbestos in building construction has a long and varied history. It has historically been used in the manufacture of concrete,roofing material, wallboard, insulation, floor tile,joint compounds, and adhesives. The U.S. Environmental Protection Agency (EPA) identifies three categories of asbestos containing material(ACM)used in buildings: surfacing material,thermal system insulation(TSI)and miscellaneous material. Surfacing material is ACM sprayed or troweled on surfaces such as walls,ceilings or structural members for acoustical,decorative or fireproofing purposes. Thermal system insulation is insulation used to inhibit heat transfer or prevent condensation on pipes, boilers, tanks ducts, and various hot and cold water system components, heating, ventilation and air conditioning systems. TSI includes pipe lagging, pipe wrap;block,batt,and blanket insulation; cements,muds,gaskets and ropes. Miscellaneous materials are non-friable products and materials such as floor tile, ceiling tile, roofing felt, concrete pipe, exterior siding,weatherproofing,mastics,caulking and various fabrics. On March 17, 2011, GREEN conducted a comprehensive NESHAP Asbestos Survey in an effort to identify, sample and quantify ACM prior to renovation/demolition. The survey was conducted by Ms. Katie McCaffrey, Massachusetts Asbestos Inspector Al 000170. Suspect materials sampled included wallboard, ceramic tile adhesives, ceramic tile grouts, sheetrock, covebase adhesives, panal adhesives, ceiling tiles, caulking, linoleum floor, window caulking, and textured ceiling paint. A total of 116 bulk samples were collected from the building. Summary tables of the suspect materials tested are included as Appendix A. Each sample was individually labeled, logged and submitted under chain of custody to AEC Laboratories, LLC in Weymouth, Massachusetts for laboratory analysis. The samples were analyzed via Polarized Light Microscopy (PLM) by EPA Method 600. In accordance with the EPA Asbestos Hazard Emergency Response Act(AHERA),a positive result contains greater than 1%asbestos. The laboratory analytical data certificates and chain of custody documents are included as Appendix B. r Ilk Green Environmental,Inc. Page 1 11033/ACM Survey.doc NESHAP Asbestos Survey March 2011 184 North Street Hyannis,Massachusetts Asbestos was positively identified in window caulking as outlined in the following table. Field Sample ID Description/Location Estimated Quantity BK36A Black Caulking around perimeter of window/ 10 Windows Dining room 6 ft x 3 ft each window The above estimated quantity is presented for .planning purposes only, and was derived using field measurements. GREEN makes no representation regarding material located within walls, ceilings, ducts or J in inaccessible areas. Additional field measurements and/or bulk sampling may be required prior to abatement and following the exposure/removal of walls,flooring,etc. The Occupational Safety and Health Administration (OSHA) Asbestos Construction Standard 29 CFR 1926.1101 regulates asbestos exposure in construction, alteration, repair, maintenance, renovation or demolition of structures, substrates, or portions thereof that contain asbestos. , The Commonwealth of Massachusetts, Department of Labor and Workforce Development 453 CMR 6.00 is designed to protect the health and safety of the general public and persons engaged in, or associated with, the removal, enclosure,encapsulation or disturbance of asbestos or asbestos-containing material. The Commonwealth of Massachusetts, Department of Environmental Protection 310 CMR 7.00 Air Pollution Control regulations specifies standards for demolition/renovation of asbestos containing materials. Asbestos has been positively identified within the building as described above;therefore these regulations will be applicable for renovaiion/demolition activities. 3.0 CONCLUSIONS Green Environmental, Inc. has completed a NESI4AP Asbestos Survey to support upcoming demolition at the subject building.located at 184 North Street in Hyannis, Massachusetts. The surveys were completed in an effort to identify asbestos containing materials requiring special handling and/or disposal prior to renovation/demolition activities: Asbestos was positivelyidentified�at the property, as described in Section 2 above, which will require, ' abatement by a Massachusetts licensed asbestos abatement contractor prior to demolition activities. . 4.0 LIMITATIONS The opinions expressed by GREEN are based solely on the observations, sampling and analysis, and information cited in this report. Observations were made at the subject site under the conditions stated and the time of inspection. The purpose of this study was to determine the nature and approximate volumes of asbestos and lead based paint. No inspection was conducted to evaluate for the presence of oils,chemicals'or other hazardous materials that may be contained within the building. - Ihkh�Green Environmental,Inc. Page 2 11033/ACM Survey.doc NESHAP Asbestos Survey March 2011 184 North Street Hyannis,Massachusetts This report does not constitute a complete determination of whether past or current owners, operators or occupants of the site have been in compliance with all applicable state, federal or local environmental regulations. Out conclusions are based solely on the information described herein and are believed to be representative of conditions at the time of the building survey(s). If additional information concerning the environmental conditions of the subject site becomes available,GREEN should be notified and presented with that information. Based on the new information, GREEN will reevaluate the conclusions stated in this report to determine whether modifications are warranted. Semi-Destructive measures were implemented to obtain bulk samples for asbestos analysis. However, GREEN makes no representation regarding inaccessible materials which may be located within walls, ceilings, ducts or other inaccessible areas. Additional field measurements and/or bulk sampling may be required following the exposure/removal of walls,flooring,etc. 1 Ak.Green Environmental,Inc. Page 3 11033/ACM Survey.doc APPENDIX A Bulk Sample Chain of Custody AE AEC Laboratories, LLC 810 Broad Street- Weymouth. MA 02189-Ph. 781.337.0567 Project Number: Not Provided Client: Green Environmental Date Sampled: 3/17/2011 120 Longwater Drive Sampled by: Kathrine McCaffrey Norwell,MA 02061 Project Manager: Jason LaBranche Project Name: Burger King Project Address: 184 North Street;Hyannis, MA Analysis Requested: Asbestos(PLM) Turn Around Time Requested: 24 Hour AEC Laboratories Project Number: Total Number of Samples: 112 02411.00 Field Sample ID Location Description Sample Comments BK01A Throughout Kitchen Under Ceramic Wallboard Tile/Paneling BK01 B Throughout Kitchen Under Ceramic Wallboard Tile/Paneling BK02A Throughout Walls Kitchen Ceramic Tile Adhesive BK02B Throughout Walls Kitchen Ceramic Tile Adhesive BK03A Throughout Walls Kitchen Ceramic Tile Grout BK03B Throughout Walls Kitchen Ceramic Tile Grout BK04A Throughout Walls Kitchen Under Vapor Barrier Tile/Sheetrock BK04B Throughout Walls Kitchen Under Vapor Barrier Tile/Sheetrock BK05A Baseboard Kitchen Under Brick Covebase Glue Daubs BK05B Baseboard Kitchen Under Brick Covebase Glue Daubs BK06A Kitchen Behind Paneling Adhesive BK06B Kitchen Behind Paneling Adhesive Relinquished by: Kathrine McCaffrey Received by: Steven Grevelis Page 1 of 9 67n`G_ � Signature: Signature: A Date: 03/17/2011 Date: 03/17/2011 Relinquished by: Received by: Date: Date: Electronic Bulk Sample Chain of Custody Version 1.0 AEC Laboratories, LLC 810 Broad Street- Weymouth, MA 02189-Ph. 781.337.0567 Project Number: Not Provided Client: Green Environmental Date Sampled: 3/17/201 1 120 Longwater Drive Sampled by: Kathrine McCaffrey Norwell,MA 02061 Project Manaser: Jason LaBranche Project Name: Burger King Proiect Address: 184 North Street;Hyannis, MA Analysis Requested: Asbestos(PLM) Turn Around Time Requested: 24 Hour AEC Laboratories Project Number: Total Number of Samples: 112 02411.00 Field Sample ID Location Description Sample Comments BK07A Storage Room/Kitchen 2'x4'Ceiling Tile-Smooth BK07B Storage Room/Kitchen 2'x4'Ceiling Tile-Smooth BK08A Storage Room/Kitchen 2'x4'Ceiling Tile-Wavy Pattern BK086 Storage Room/Kitchen 2'x4'Ceiling Tile-Wavy Pattern BK09A Storage Room/Bathrooms Behind Paneling Adhesive BK09B Storage Room/Bathrooms Behind Paneling Adhesive BK10A Throughout Kitchen/Employee Bathrooms 4"Brown Covebase BK10B Throughout Kitchen/Employee Bathrooms 4"Brown Covebase BK11A Throughout Kitchen/Employee Bathrooms Associated Mastic w/10 BK11 B Throughout Kitchen/Employee Bathrooms Associated Mastic w/10 BK12A Throughout Kitchen/Employee Bathrooms Ceramic Tile Grout BK12B Throughout Kitchen/Employee Bathrooms Ceramic Tile Grout BK13A Throughout Kitchen/Employee Bathrooms Thin Set Under Brick Floor BK13B Throughout Kitchen/Employee Bathrooms Thin Set Under Brick Floor Relinquished by: Kathrine McCaffrey Received by: Steven Grevelis Page 2 of 9 Signature: (G Signature: Date: 03/17/2011 Date: 03/17/2011 Relinquished by: Received by: Date: Date: Electronic Bulk Sample Chain of Custodv Version 1.0 V AEC Laboratories, LLC 810 Broad Street Weymouth, WA 02189-Ph. 781.337.0567 Proiect Number: Not Provided Client: Green Environmental Date Sam pled: 3/17/2011 120 Longwater Drive Sampled by: Kathrine McCaffrey Norwell,MA 02061 Proiect Manaver: Jason LaBranche Proiect Name: Burger King Proiect Address: 184 North Street; Hyannis,MA Analysis Requested: Asbestos(PLM) Turn Around Time Requested: 24 Hour AEC Laboratories Proiect Number: Total Number of Samples: 112 • 02411.00 Field Sample ID Location Description Sample Comments BK14A. Throughout Kitchen/Employee Bathrooms Associated Mastic w113 Under Brick Floor BK14B Throughout Kitchen/Employee Bathrooms Associated Mastic w/13 e , Under Brick Floor BK15A Throughout Kitchen Wallboard BK15B Storage Area Wallboard BK16A Throughout Kitchen Behind Paneling at Caulking Seams BK16B Throughout Kitchen Behind Paneling at Caulking Seams s BK17A Throughout Entire Space Wall Paneling BK17B Throughout Entire Space Wall Paneling BK18A Under.Sink(in Cabinet)at Exit of Drive Linoleum Flooring Through BK18B Under Sink(in Cabinet)at Exit of Drive Linoleum Flooring Through BK19A Under Sink(in Cabinet)at Exit of Drive . Adhesive Associated w118 Through BK19B Under Sink(in Cabinet)at Exit of Drive Adhesive Associated w/18 Through BK20A Around Left Side of Oven Hood Caulking Relinquished by: 1�Kathrine McCaffrey Received by: Steven Grevelis Page 3 of 9 Signature: G Signature: ,Z,,:.w•_ ? ..;i .. Date: 03/17/2011 Date: 03/17/2011 Relinquished by: Received by: Date: Date: Electronic Bulk Sample Chain of Custody Version 1.0 .ps, L4 14C . , AEC Laboratories, LLC 810 Broad Street- Weymouth, MA 02189-Ph. 78 1.33 7.056 7 Project Number: Not Provided Client: Green Environmental Date Sampled: 3/17/2011 120 Longwater Drive Sampled by: Kathrine McCaffrey Norwell, MA 02061 Project Manager: Jason LaBranche Project Name: Burger King Project Address: 184 North Street; Hyannis,MA Analysis Requested: Asbestos(PLM) Turn Around Time Requested: 24 Hour AEC Laboratories Project Number: Total Number of Samples: 112 02411.00 Field Sample iD Location Description Sample Comments BK20B Around Left Side of Oven Hood Caulking BK21A Around the Walk-in Freezer 4"Black Covebase BK216 Around the Walk-in Freezer 4"Black Covebase BK22A Around the Walk-in Freezer Associated Adhesive w/21 BK22B Around the Walk-in Freezer Associated Adhesive w/21 BK23A Around Front Side of Oven Hood Caulking BK23B Around Front Side of Oven Hood Caulking BK24A Throughout Dining Room Wallpaper Adhesive BK24B Throughout Dining Room Wallpaper Adhesive BK25A Throughout Dining Room Sheetrock BK25B Throughout Dining Room Sheetrock BK26A In Front of Ordering Area 4"Brown Covebase BK26B In front of Ordering Area 4"Brown Covebase BK27A In Front of Ordering Area Associated Adhesive w/26 Relinquished by: Kathrine McCaffrey Received by: Steven Grevelis Page 4 of 9 ' I 'Al Si nature: +� ,�,''•-i , `- Signature: g ' Date: 03/17/2011 Date: 03/17/2011 Relinquished by: Received by: Date: Date: Electronic Bulk Sample Chain of Custodv Version 1.0 0 AEC- AEC Laboratories, LLC 810 Broad Street- Weymouth, MA 02189-Ph. 781.337.0567 Project Number: Not Provided Client: Green Environmental 3/17/2011 120 Lon water Drive Date Sampled: Long water Norwell,MA 02061 Sampled by: Kathrine McCaffrey Project Manager: Jason LaBranche Project Name: Burger King Project Address: 184 North Street;Hyannis, MA • Analysis Requested: Asbestos(PLM) Turn Around,rime Requested: 24 Hour Total Number of Samples: 112 AEC Laboratories Project Number: 02411.00 Field Sample ID Location Description Sample Comments BK27B In Front of Ordering Area Associated Adhesive w/26 BK28A Throughout Dining Room 4"Black Covebase BK28B Throughout Dining Room 4"Black Covebase BK29A Throughout Dining Room Associated Adhesive w/28 BK29B Throughout Dining Room Associated Adhesive w/28 BK30A Bathrooms/Dining Area ` Textured Ceiling Paint BK30B Bathrooms/Dining Area Textured Ceiling Paint BK30C Bathrooms/Dining Area Textured Ceiling Paint BK31A Men's Room in Dining Area Around Sink Caulking BK31 B Men's Room in Dining Area Around Sink Caulking BK32A Ladies Room in Dining Area Around Sink Caulking BK32B Ladies Room in Dining Area Around Sink Caulking BK33A Under Waynes Coating Throughout Dining Adhesive (Bottom Half) BK33B Under Waynes Coating Throughout Dining Adhesive (Bottom Half) Relinquished by: Kathrine McCaffrey Received by: Steven Grevelis Page 5 of 9 3�LEV7Yt`C� � `1 Signature: Signature: Date: 03/17/201 1 Date: 03/17/2011 Relinquished by: Received by: Date: Date: Electronic Bulk Sample Chain of Custody Version 1.0 AEC Laboratories, LLC 810 Broad Street- Weymouth, ,WA 02189-Ph. 781.337.0567 Project Number: Not Provided Client: Green Environmental Date Sampled: 3/17/201 I 120 Longwater Drive Sampled by: Kathrine McCaffrey Norwell,MA 02061 Project Manager: Jason LaBranche Project Name: Burger King Project Address: 184 North Street;Hyannis,MA Analysis Requested: Asbestos(PLM) Turn Around Time Requested: 24 Hour AEC Laboratories Project Number: Total Number of Samples: 112 02411.00 Field Sample ID Location Description Sample Comments BK34A Sublayer of Wood Paneling Under Waynes Adhesive Coati ngThroughout Dininq(Bottom Half) - BK34B Sublayer of Wood Paneling Under Waynes Adhesive Coating Throughout Dining(Bottom Half) BK35A Throughout Dining Room 2'x2'Ceiling Tile BK35B Throughout Dining Room 2'x2'Ceiling Tile BK36A Dining Room Window System Black Caulking BK36B Dining Room Window System Black Caulking BK37A Throughout Dining Room/Entry/Bathrooms Floor Grout BK37B Throughout Dining Room/Entry/Bathrooms Floor Grout BK38A Throughout Dining Room/Entry/Bathrooms White Floor Leveler BK38B Throughout Dining Room/Entry/Bathrooms White Floor Leveler BK39A Register Area Half Wall Ceramic Tile Grout 1 BK39B Register Area Half Wall Ceramic Tile Grout BK40A Register Area Half Wall Adhesive Associated w/39 BK406 Register Area Half Wall Adhesive Associated w/39 Relinquished by: Kathrine McCaffrey Received by: Steven Grevelis Page 6 of 9 �I,r `��� I ,i { Signature: Signature: -'` •.,;i .. Date: 03/17/2011 Date: 03/17/2011 Relinquished by: Received by: Date: Date: Electronic Bulk Sample Chain ofCustodv Version 1.0 .. AEI LT Z tY 'Y (` ! N . AEC Lahoratories, LLC 810 Broad Street- Weymouth, MA 02189-Ph. 781.337.0567 Project Number: Not Provided Client: Green Environmental Date Sampled: 3/17/2011 120 Longwater Drive Sampled by Kathrine McCaffrey Norwell,MA 02061 Project Manaeer. Jason LaBranche Project Name: Burger King Project Address: 184 North Street; Hyannis,MA Analysis Requested: Asbestos(PLM) Turn Around Time Requested: 24 Hour AEC Laboratories Project Number: Total Number of Samples: 112 02411.00 Field Sample ID Location Description Sample Comments BK41A Entrance to Kitchen From Dining Room Joint Compound BK41 B Dining Room by Bathrooms Joint Compound BK41C Entranne to Kitchen From Dining Room Joint Compound BK42A Exterior Former Seating Area at Front of Black Mastic Building on Ground BK42B Exterior Former Seating Area at Front of Black Mastic Building on Ground BK43A Exterior Windows Glazing BK43B Exterior Windows Glazing BK44A Exterior Where Brick Meets Window Frame Caulking BK44B Exterior Where Brick Meets Window Frame Caulking BK45A Pitched Roof Shingle BK45B Pitched Roof Shingle BK46A Pitched Roof Associated Mastic w/46 BK46B Pitched Roof Associated Mastic w/45 BK47A Pitched Roof Vapor Barrier w/45 Relinquished by: Kathrine McCaffrey Received by: .Steven Grevelis Page 7 of 9 Signature: (l Signature: ;•i•�r � .. L - Date: 03/17/2011 Date: 03/17/2011 Relinquished by: Received by: Date: Date: Electronic Bulk Sample Chain of Custody Version 1.0 AEC Laboratories, LLC , 810 Broad Street- Weymouth, MA 02189-Ph..781.33 7.0567 Project Number: Not Provided Client: Green Environmental Date Sampled: 3/17/2011 120 Longwater Drive Sampled by: Kathrine McCaffrey Norwell,MA 02061 Project Mana2cr: Jason LaBranche Project Name: Burger King Project Address: 184 North Street; Hyannis,MA Analysis Requested: Asbestos(PLM) Turn Around Time Requested: 24 Hour AEC Laboratories Project Number: Total Number of Samples: 112 02411.00 Field ` Sample ID Location Description Sample Comments BK47B Pitched Roof Y Vapor Barrier w145 BK48A Flat Roof on Parapet Wall° Shingle BK48B Flat Roof on Parapet Wall Shingle BK49A Flat Roof on Parapet Wall Mastic Associated w/48 BK49B Flat Roof on Parapet Wall, Mastic Associated w/48 BK50A Flat Roof Built up Roofing BK50B Flat Roof Built up Roofing BK51A Flat Roof at Penetrations Black Caulking BK51 B Flat Roof at Penetrations , . �; Black Caulking BK52A Exterior Doors F Caulking BK52B Exterior Doors Caulking BK53A Exterior Window Caulking at Drive Through Caulking BK53B Exterior Window Caulking at Drive Through Caulking BK54A Exterior Behind Brick Vapor Barrier Relinquished by: Kathrine McCaffrey *, Received by: Steven Grevelis Page 8 of 9 Signature: Signature: ..�� :<tn+ram_ 3 j•-.%'�•�, Date: 03/17/2011 Date: 03/17/2011 Relinquished by: Received by: Date: Date: Electronic Bulk Sample Chain o/Custody Version 1.0 ,l _ AEC Laboratories, LLC 810 Broad Street- Weymouth, WA 02189-Ph. 781,337.0567 Project Number: Not Provided Client: Green Environmental Date Sampled: 3/17/2011 120 LOngwater Drive Sampled by: Kathrine McCaffrey Norwell,MA 02061 Project Manager: Jason LaBranche Project Name: Burger King Project Address: 184 North Street; Hyannis,MA Analysis Requested: Asbestos(PLM) Turn Around Time Requested: 24 Hour AEC Laboratories Protect Number: Total Number of Samples: 112 02411.00 Field Sample/D Location Description Sample Comments BK54B Exterior Behind Brick Vapor Barrier BK55A Base of Exterior on Slab Vapor Barrier BK55B Base of Exterior on Slab Vapor Barrier 9 Relinquished by: Kathrine McCaffrey Received by: Steven Grevelis Page 9 of 9 Signature: Signature: Date: 03/17/2011 Date: 03/17/2011 Relinquished by: Received by: Date: Date: Electronic Bulk Sample Chain of Custody Version 1.0 APPENDIX B i.�t✓ F AEC � y .. tor LLC ... ....... L,-abora- 11., MA License:AA000197 RI License:AAL-112A1 CT License: PH-0124 March 18,2011 Client Name and Address: Green Environmental 120 Longwater Drive Norwell, MA 02061 Re: Bulk Asbestos Results from Burger King 184 North Street;Hyannis, MA Client Project Number:Not Provided AEC Laboratory Number: 02411.00 Dear Jason LaBranche, We at AEC Laboratories, LLC would like to thank you for your recent business. 112 sample(s)were received on 03/17/20.1 1 from a job located at 184 North Street; Hyannis,MA for 24 Hour Turn Around Time. The final report is enclosed for the aforementioned samples. Please note that this report conforms to all applicable State and Federal requirements. AEC Laboratories,LLC follows prescribed procedures for the analysis of bulk materials to identify and quantify asbestos type and.content. These results only pertain to this job and should not be used in the interpretation of any other job. This report may be reproduced only in its entirety. If you have any questions please do not hesitate to call me at the number below. 'IV . Steven Grevelis Laboratory Manager 'Enclosures: - Analytical results - Chain of Custody 810 Broad Street Weymouth, MA 02189 P:781-337-0567 F:781-337-0986 00, 810 Broad Street- Weymouth, MA 02189-Ph. 781.337.0567 Client: Green Environmental AEC Laboratories Project Number: 02411.00 120 Longwater Drive Client Project Number: Not Provided Norwell,MA 02061 Date Sampled: 3/17/2011 Attention: "Jason LaBranche Date Received: 3/17/2011 Phone: 617-479-0550 Fax: 617-479-5150 Date Analyzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street; Hyannis, MA Analysis by EPA Method 600/R-93/116 Client Sample/ Laboratory location Description Asbestos Other Asbestos Total HA ID Sample ID Type(s) % Materials % Present_ Asbestos% BK01A 02411-01 Throughout Off-White/Brown, Cellulose 8 Kitchen Under Heterogeneous, Fibrous Glass 2 Ceramic Wallboard Nonfibrous 90 No NAD Tile/Paneling Analyzed by: SG Date Analyzed: 3/18/11 BK01B 02411-02 Throughout Off-White/Brown, Cellulose 8 Kitchen Under Heterogeneous, Fibrous Glass 2 Ceramic Wallboard Nonfibrous 90 No NAD Tile/Paneling Analyzed by: SG Date Analyzcd: 3/18/1) BK02A 02411-03 Throughout Tan, Homogenous, Nonfibrous 100 Walls Kitchen Ceramic Tile Adhesive No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK02B 02411-04 Throughout Tan, Homogenous, Nonfibrous 100 Walls Kitchen Ceramic Tile Adhesive No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK03A 02411-05 Throughout Off-White, Nonfibrous 100 Walls Kitchen Homogenous, Ceramic Tile Grout No NAD Analyzed by: SG Date Analyzed: 3/18/11 t Reporting Notes: NAD = "No Ashestos Detected" PS = 'Positive Stop' PR = "Present" <1% = Trace Due to inherent Polarized Light Microscope limitations, fibers and/or bundles below the resolution of the light microscope (approximately <.25 microns in width) will not be detected. "NAD" and "Trace" samples should be confirmed by 'transmission Electron Microscopy. AEC Laboratories, LLC (AEC) maintains liability limited to cost of analysis only. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. After this period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct layers are noted by.I,2,etc.suffixes to lab ID. Page 1 of 24 -- Ivill 810 Broad Street-Weymouth, MA 02189-Ph. 781.337.050 Client: Green Environmental AEC Laboratories Project Number: 02411.00 ' 120 Longwater Drive Client Proiect Number: Not Provided Norwell,MA 02061 Attention: Jason LaBranche Date Sampled: 3/17/2011 Phone: 617-479-0550 Fax: 617-479-5150 Date Received: /2011 3/1 Date Analyzed: 3l18l2011 Re: Burger King Date Reported: 3/18/2011 184 North Street;Hyannis, MA Analysis by EPA Method 600/R-93/116 Client , Sample/ Laboratory Location Description Asbestos Other Asbestos Total HA ID Sample ID Type(s) % Materials % Present Asbestos% BK03B 02411-06 Throughout Off-White, Nonfibrous 100 Walls Kitchen Homogenous, Ceramic Tile Grout No NAD Analyzed by: SG Date Analyzed: 3/1 R/1 1 BK04A 02411-07 Throughout Brown, Cellulose 85 Walls Kitchen Heterogeneous, Nonfibrous 15 Under Vapor Barrier No NAD Tile/Sheetrock Analyzed by: SG Date Analyzed: 3/18/11 BK04B 02411-08 Throughout Brown; Cellulose 85 Walls Kitchen Heterogeneous, Nonfibrous 15 Under Vapor Barrier No NAD Tile/Sheetrock Analyzed by: SG Date Analyzed: 3/18/1 1 BK05A 02411-09 Baseboard Tan, Homogenous, Nonfibrous 100 Kitchen Under Glue Daubs Brick Covebase - No NAD Analyzed by: SG Date Analyzed: 3/18/1 t BK05B 02411-10 Baseboard Tan, Homogenous, Nonfibrous 100 Kitchen Under Glue Daubs Brick Covebase No NAD Analyzed by: SG Date Analyzed: 3/18/I 1 " Reporting Notes: NAD = "No Asbestos Detected" PS = "Positive Stop" PR = "Present' 11% _ Trace Due to iuhcront Polarized Light Microscope limitations, fibers and/or bundles below the resolution of the light microscope (approximately <.25 microns in width) will not be detected. "NAD" and "Trace" samples should be confirmed by Transmission Electron Microscopy. AEC Laboratories, LLC (AEC) maintains liability limited to cost of analysis only. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. After this period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct layers are noted by.1,.2,etc.suffixes to lab ID. Page 2 of 24 ° A.,iL of ---- ,I.abordli)ries; Uk 810 Broad Street-Weymouth, MA 02189-Ph. 781.337.0567 Client: Green Environmental AEC Laboratories Project Number: 02411.00 120 Longwater Drive Client Proiect Number: Not Provided Norwell,MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranche Date Received: 3/17/2011 Phone: 617-479-0550 Fax: 617-479-5150 Date Analyzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street; Hyannis,MA Analysis by EPA Method 600/R-93/116 Client Sample/ Laboratory Location Description Asbestos Other Asbestos Total HA ID Sample ID Type(s) % Materials % Present Asbestos% BK06A 02411-11 Kitchen Behind Tan, Homogenous, Nonfibrous 100 Paneling Adhesive No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK06B 02411-12 Kitchen Behind Tan,Homogenous, Nonfibrous 100 Paneling Adhesive No NAD . Analyzed by: SG Date Analyzed: 3/18/11 BK07A 02411-13 Storage Off-White/Grey, Cellulose 35 Room/Kitchen Heterogeneous, Fibrous Glass 35 2'x4'Ceiling Tile- Nonfibrous 30 No NAD ,Smooth Analyzed by: SG Date Analyzed: 3/18/11 BK07B 02411-14 Storage Off-White/Grey, Cellulose 35 Room/Kitchen Heterogeneous, Fibrous Glass 35 2'x4'Ceiling Tile- Nonfibrous 30 No NAD Smooth Analyzed by: SG Date Analyzed: 3/18/11 BK08A 02411-15 Storage Off-White/Brown, Cellulose 8 Room/Kitchen Heterogeneous, Fibrous Glass 2 21x4'Ceiling Tile- Nonfibrous 90 No NAD Wavy Pattern Analyzed by: SG Date Analyzed: 3/18/11 Reporting Notes: NAD = "No Asbestos Detected" ps = "Positive Stop" PR = "Present' <1% = Trace Due to inherent Polarized Light Microscope limitations, fibers and/or bundles below the resolution of the light microscope (approximately <25 microns in width) will uut be detected. "NAD" and "Trace" samples should he confirmed by Transmission Electron Microscopy. AFC Laboratories, LLC (AEC) maintains liability limited to cost of analysis only. This report relates only to the samples reported and may not he reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. After this period AEC. will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct layers are noted by.1,.2,etc.suffixes to lab ID. Page 3 of 24 �s A Pk 810 Broad Street- Weymouth, MA 02189-Ph. 781.337.0567 Client: Green Environmental AEC Laboratories Project Number: 02411.00 120 Longwater Drive Client Project Number: Not Provided Norwell,MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranche Date Received: 3/17/2011 Phone: 617-479-0560 Fax: 617-479-5150 Date Analyzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street; Hyannis,MA Analysis by EPA Method 600111-93/116 Client Sample/ Laboratory Location Description Asbestos Other Asbestos Total HA ID Sample ID Types) % Materials % Present Asbestos BK08B 02411-16 Storage Off-White/Brown, Cellulose 8 Room/Kitchen Heterogeneous, Fibrous Glass 2 2'x4'Ceiling Tile- Nonfibrous 90 No NAD Wavy Pattern Analyzed by: SG Date Analyzed: 3/I8/11 BK09A 02411-17 Storage Room/ Tan, Homogenous, Nonfibrous 100 Bathrooms Adhesive Behind Paneling No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK09B 02411-18 Storage Room/ Tan, Homogenous, Nonfibrous 100 Bathrooms Adhesive Behind Paneling No NAD Analyzed by: SG Date Analyzed: 3/I8/11 BK10A 02411-19 Throughout Brown, Nonfibrous 100 Kitchen/ Homogenous,4" Employee Brown Covebase No NAD Bathrooms Analyzed by: SG Date Analyzed: 3/18/11 BK10B 02411-20 Throughout Brown, Nonfibrous 100 Kitchen/ Homogenous,4" Employee Brown Covebase No NAD Bathrooms Analyzed by: SG Date Analyzed: 3/18/11 ` Reporting Notes: NAD = "No Asbestos Detected" PS = ,Positive Stop" PR = "Present" <1% = Trace Due to inherent Polarized Light Microscope limitations, fibers and/or bundles below the resolution of the light microscope (approximately <.25 microns in width) will not be detected. "NAD" and "Trace" samples should be confirmed by Transmission Electron Microscopy. AEC Laboratories, LLC (AEC) maintains liability limited to cost of analysis only. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. After this period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct layers are noted by.1,.2,etc.suffixes to lab ID. Page 4 of 24 �Jlt.o�—_ Z,a 3C)r'ut72"1rS, TLC y_ 8/0 Broad Street- Weymouth, MA 02189-Ph. 781.33 7.056 7 Client: Green Environmental AEC Laboratories Project Number: 02411.00 120 Longwater Drive Client Project Number: Not Provided Norwell,MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranche Date Received: 3/17/2011 Phone: 617-479-0550 Fax: 617A79-5150 Date Analyzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street;Hyannis, MA Analysis by FPA Method 600/R-93/116 Client Sample/ Laboratory Location Description Asbestos Other Asbestos Total HA/D Sample ID Type(s) % Materials % Present Asbestos BK11A 02411-21 Throughout Yellow, Nonfibrous 100 Kitchen/ Homogenous, Employee Associated Mastic No NAD Bathrooms w/10 Analyzed by: SG Date Analyzed: 3/18/11 BK11B 02411-22 Throughout Yellow, Nonfibrous 100 Kitchen/ Homogenous, Employee Associated Mastic No NAD Bathrooms w/10 Analyzed by: SG Date Analyzed: 3/18/11 BK12A 02411-23 Throughout Black, Nonfibrous 100 Kitchen/ Homogenous, Employee Ceramic Tile Grout No NAD Bathrooms Analyzed by: SG Date Analyzed: 3/18/11 BK12B 02411-24 Throughout Black, Nonfibrous 100 Kitchen/ Homogenous, Employee Ceramic Tile Grout No NAD Bathrooms Analyzed by: SG Date Analyzed: 3/18/11 LReporting Notes: NAD = "No Asbestos Dejected" PS = "Positive Stop" PR "Present" <1% _ Trace Due to inherent Polarized Light Microscope limitations, and/or bundles below the resnhuinn of the light microscope (approximately -=.25 microns in width) will not be detected. "NAD" and "Trace" samples should be medby Transmission Electron Microscopy. AEC Laboratories, LLC (AEC) maintains liability limited to cost of analysis only. This report relates only to the s reported and may not be reproduced, except in full, without written approval by AEC. AEC,is not responsible for sample collection activit es or analytical ions. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. After this period AEC ispose of all samples according to all local, state, and federal guidelines, unless requested in writingby the client. All results are expressed as a percentagebased on ated Visual Estimate(CVE),unless otherwise noted.Distinct layers are noted by.I,,2,etc.suffixes to lab ID. Page 5 of 24 r,r fir. AEC------ y Laboratoxies, "LLB; 810 Broad Street- Weymouth, MA 02189-Ph. 781.337.0567 Client: Green Environmental AEC Laboratories Project Number: 02411.00 120 Longwater Drive Client Project Number: Not Provided Norwell,MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranche Date Received: 3/17/2011 Phone: 617-479-0550 Fax: 617-479-5150 Date Analyzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street; Hyannis,MA Analysis by EPA Method 600/R-93/116 Client Sample/ Laboratory Location Description Asbestos Other Asbestos Total HA ID Sample ID Type(s) % Materials % Present Asbestos BK13A 02411-25 Throughout Off-White, Nonfibrous 100 Kitchen/ Homogenous,Thin Employee Set No NAD Bathrooms Under Brick Floor Analyzed by: SG Date Analyzed: 3/18/1 1 BK13B 02411-26 Throughout Off-White, Nonfibrous 100 Kitchen/ Homogenous,Thin Employee Set No NAD Bathrooms Under Brick Floor Analyzed by: SG Date Analyzed: 3/18/11 BK14A 02411-27 Throughout Brown, Nonfibrous 100 Kitchen/ Homogenous, Employee Associated Mastic No NAD Bathrooms w/13 Under Brick Floor Analyzed by: SG Date Analyzed: 3/18/1 1 BK14B 02411-28 Throughout Brown, Nonfibrous 100 Kitchen/ Homogenous, Employee Associated Mastic No NAD Bathrooms w/13 Under Brick Floor Analyzed by: SG Date Analyzed: 3/18/11 Reporting Notes: NAD = "No Asbestos Detected" PS - "Positive Stop" PR = "Present" <i% = Trace Due to inherent Polarized Light Microscope limitations. fibers and/or bundles below the resolution of the light microscope (approximately <.25 microns in width) will not be detected. "NAD" and "Trace" samples should be confirmed by Transmission Electron Microscopy. AEC Laboratories, LLC (AEC) maintains liability limited to cost of analysis only. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. After dus period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct layers are noted by.I,.2,etc.suffixes to lab ID. Page 6 of 24 r - 5 T� 1_,abora cries, LLC 810 Broad Street- Weymouth, MA 02189-Ph, 781.337,0567 " Client: Green Environmental AEC Laboratories Project Number: 02411.00 120 Longwater Drive Client Project Number: Not Provided Norwell,MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranche Date Received: 3/17/2011 Phone: 617-479-0550 Fax: 617-479-5150 Date Analyzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street; Hyannis, MA Analysis by EPA Method 600/R-93/116 Client Sample/ Laboratory Location Description Asbestos Other Asbestos Total HA ID Sample ID Type(s) % Materials % Present Asbestos% BK15A 02411-29 Throughout Off-White/Brown, Cellulose 8 Kitchen Heterogeneous, Fibrous Glass 2 Wallboard Nonfibrous 90 No NAD Analyzed by: SG Date Analyzed: 3/18/1 BK15B 02411-30 Storage Area Off-White/Brown, Cellulose 8 Heterogeneous, Fibrous Glass 2 Wallboard Nonfibrous 90 No NAD Analyzed by: SG Date Analyzed: 3/18/1 1 BK16A 02411-31 Throughout Off-White, Nonfibrous 100 Kitchen Behind Homogenous, Paneling at Caulking No NAD Seams . Analyzed by: SG Date Atialyzed:. 3/18/1 L. BK16B 02411-32 Throughout Off-White, Nonfibrous 100 °-.Kitchen Behind Homogenous, Paneling at Caulking No NAD Seams Analyzed by: SG Date Analyzed: '3/18/1 L BK17A 02411-33- Throughout Off-White, Fibrous Glass 25 Entire Space Heterogeneous, Nonfibrous 75 Wall Paneling No NAD Analyzed by: SG Date Analyzed: 3/18/11 Reporting Notes: NAD = "No Asbestos Detected" PS 'Positive Stop" PR 'Present" ':I% = Trace Due to inherent Polarized Light Microscope limitations, fibers and/or bundles below the resolution of the light microscope (approximately <15 microns in width) will not be dcnrotcd. "NAD" and "Tmcc" samples should be confirmed by Transmission Electron Microscopy. AEC Laboratories, LLC (AEC) maintains liability limited to cost of analysis only. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. After this period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct layers are noted by.I,.2,etc.suffixes to lab ID. Page 7 of 24 �Yx 1 a_ 810 Broad Street- Weymouth, MA 02189-Ph. 781.337.0567 Client: Green Environmental AEC Laboratories Project Number: 02411.00 120 Longwater Drive Client Project Number: Not Provided Norwell,MA 02061 Attention: Jason LaBranche Date Sampled: 3/17/2011 Phone: 617-479-0550 Fax: 617-479-5150 Date Received: 3/17/2011 Date Analyzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street; Hyannis, MA Client Analysis by EPA Method 600/11-93/116 Sample/ Laboratory Location Description Asbestos Other Asbestos Total HA ID Sample/D Type(s) % Materials % Present Asbestos% BK17B 02411-34 Throughout Off-White, Fibrous Glass 25 Entire Space Heterogeneous, Nonfibrous 75 Wall Paneling No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK18A 02411-35 Under Sink(in Brown, Cellulose 75 Cabinet)at Exit' Heterogeneous, Nonfibrous 25 of Drive Through Linoleum Flooring No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK18B 02411-36 Under Sink(in , Brown, Cellulose 75 Cabinet)at Exit Heterogeneous, Nonfibrous 25 of Drive Through Linoleum Flooring No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK19A 02411-37 Under Sink(in Black, Nonfibrous 100 Cabinet)at Exit Homogenous, of Drive Through Adhesive No NAD Associated w/18 Analyzed by: SG Date Analyzed: 3118/1 1 BK19B 02411-38 Under Sink(in Black, Nonfibrous 100 Cabinet)at Exit Homogenous, of Drive Through Adhesive No NAD Associated w/18 Analyzed by: SG Date Analyzed`. 3/18/11 Reporting Notes: NAD = "No Asbestos Detected" PS = "Positive Stop" PR = "Present" <1% Trace Duc to inherent Polarized Light Microscope limitations, fibers and/or bundles below the resolution of the light microscope (approximately <.25 microns in width) will not be detected. "NAD" and "Trace" samples should be confirmed by 'transmission Electron Microscopy. AEC Laboratories, LLC (AEC) maintains liability limited to cost of analysis only. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client. AEC relains all samples for thirty (30) days after reporting. After this period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVE).unless otherwise noted.Distinct layers are noted by.1..2,etc.suffixes to lab ID. Page 8 of 24 .ems t , 810 Broad Street-Weymouth, MA 02189-Ph. 781.33 7.056 7 Client: Green Environmental AEC Laboratories Proiect Number: 02411.00 120 Longwater Drive Client Proiect Number: Not Provided Norwell,MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranche Date Received: 3/17/2011 Phone: 617A79-0550 Fax: 617-479-5150 Date Analyzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street-, Hyannis,MA Analysis by EPA Method 600/11-93/116 Client Sample/ Laboratory Location Description Asbestos Other Asbestos Total HA ID Sample/D Type(s) % Materials % Present Asbestos% BK20A 02411-39 Around Left Side Off-White, Nonfibrous 100 of Oven Hood Homogenous, Caulking No NAD Analyzed by: SG Date Analyzed: 3/18/11 ' BK20B 02411-40 Around Left Side Off-White, Nonfibrous 100 of Oven Hood Homogenous, Caulking No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK21A 0241141 Around the Black, Nonfibrous 100 ` Walk-in Freezer Homogenous,4" Black Covebase No NAD Aftalyzcd by: SG Date Analyzed: 3/18/II BK218 02411-42 Around the Black, Nonfibrous 100 Walk-in Freezer Homogenous,4" Black Covebase No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK22A 0241143 Around the Yellow, Nonfibrous 100 Walk-in Freezer Homogenous, Associated No NAD Adhesive w/21 Analyzed by: SG Date Analyzed: 3118/1) Reporting Notes: NAD = "No Asbestos Detected" PS = "Positive Stop" PR - "Present" <1% Trace Due to inherent Polarized Light Microscope limitations, fibers and/or bundles below the resolution of the light microscope (approximately G25 microns in width) will not be detected. "NAD" and 'trace" samples should be confirmed by Transmission Electron Microscopy. AEC Laboratories, LLC (AEC) maintains liability limited to cost of analysis only. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. After this period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client- All results are expressed as a percentage based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct layers are noted by.I,.2,etc.suffixes to lab ID. Page 9 of 24 i J sy Laborato-_i_ LLC 810 Broad Street- Weymouth, MA 02189-Ph. 781.337.0567 Client: Green Environmental AEC Laboratories Project Number: 02411.00 120 Longwater Drive Client Proiect Number: Not Provided Norwell, MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranche Date Received: 3/17/2011 Phone: 617-479-0550 Fax: 617479-5150 Date Analyzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street; Hyannis,MA Analysis by EPA Method 600/R-93/116 Client Sample/ laboratory Location Description Asbest os Other Asbestos Total HA ID Sample ID Type(s) % Materials % Present Asbestos BK22B 02411-44 Around the Yellow, Nonfibrous 100 .Walk-in Freezer Homogenous, Associated No NAD Adhesive w/21 Analyzed by: SG Date Analyzed: 3/18/11 BK23A 02411.45 Around Front Off-White, Nonfibrous 100 Side of Oven Homogenous, Hood Caulking No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK23B 02411-46 Around.Front Off-White, Nonfibrous 100 Side of Oven Homogenous, Hood Caulking No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK24A 0241147 Throughout Off-White, Nonfibrous 100 Dining Room Homogenous, Wallpaper No NAD .Adhesive Analyzed by: SG Date Analyzed: 3/18/11 BK24B 02411-48 Throughout Off-White, Nonfibrous 100 Dining Room Homogenous, Wallpaper No NAD Adhesive Analyzed by: SG Date Analyzed: 3/18/11 Reporting Notes: NAD = "No Asbestos Detected" PS = "Positive Stop" PR = "Present" <1% = Trace Due to inherent Polarized Light Microscope limitations. fibers and/or bundles below the resolution of the light microscope (approximately <.25 microns in width) will not be detected. "NAD" and "Trace" samples should be confirmed by Transmission Electron Microscopy. AEC Laboratories. L.LC (AEC) maintains liability limited to cost of analysis only. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. After this period AEC' will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct layers are noted by.1,.2,etc.suffixes to lab ID. Page 10 of 24 r A ; r�� 810 Broad Street- Weymouth, MA 02189-Ph. 781,337.05617 Client: Green Environmental AEC Laboratories Project Number: 02411.00 120 Longwater Drive Client Project Number: Not Provided Norwell,MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranche Date Received: 3/17/2011 Phone: 617-479-0550 Fax: 617-479-5150 Date Analyzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street; Hyannis,MA Analysis by EPA Method 600/R-93/116 Client Sample/ Laboratory Location Description Asbestos Other Asbestos Total HA ID Sample ID Type(s) % Materials % Present Asbestos%_ BK25A 02411-49 Throughout Off-White/Brown, Cellulose 10 Dining Room Heterogeneous, Nonfibrous 90 Sheetrock No NAD Analyzed by: SG Datc Analyzed: 3/18/11 BK25B 02411-50 Throughout Off-White/Brown, Cellulose 10 Dining Room Heterogeneous, Nonfibrous 90 Sheetrock No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK26A 02411-51 In Front of Brown, Nonfibrous 100 Ordering Area Homogenous,4" Brown Covebase No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK26B 02411-52 In Front of Brown, Nonfibrous 100 Ordering Area. Homogenous,4" Brown Covebase No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK27A 02411-53 In Front of Clear, Nonfibrous 100 Ordering Area Homogenous, Associated No NAD Adhesive w/26 Analyzed by: SG Date Analyzed: 3/18/11 g = = P <1% = Trace Due to inherent Polarized Light microscope limitations, Reporting Notes: NAD "No Asbestos Detected" PS "Positive Stop" PR - "Present" g P fibers and/or bundles below the resolution of the light microscope (approximately <25 microns in width) will not be detected. "NAD" a,rd "Trace" samples should be confirmed by Transmission Electron Microscopy. AEC Laboratories, LLC (AEC) maintains liability limited to cost of analysis only. This report relates only to the samples reported and may not be reproduced, except in fill, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. After this period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct layers are noted by.1,.2,etc.suffixes to lab ID. Page 11 of 24 I Laboratories, LUC w� 810 Broad Street-Weymouth, MA 02189-Ph. 781.337.0567 Client: Green Environmental t, AEC Laboratories Project Number: 02411.00 120 Longwater Drive Client Project Number: Not Provided Norwell,MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranche Date Received: 3/17/2011" - Phone: 617-479-0550 Fax: 617-479-5150 Date Analvzed• 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street; Hyannis,MA Analysis by EPA Method 600/R-93/116 Client Sample/ Laboratory Location Description Asbestos Other Asbestos Total HA ID Sample ID Type(s) % Materials % Present Asbestos BK27B 02411-54 In.Front of Clear, Nonfibrous 100 Ordering Area Homogenous, 7 Associated No NAD Adhesive w126 Analyzed by: SG Datc Analyzed: 3/18/11 BK28A 02411-55 Throughout Black, Nonfibrous 100 F Dining Room,._ Homogenous, 4"Black Covebase No NAD Analyzed by: SG Date Analyzed: 3/18/II BK28B 02411-56 Throughout Black, Nonfibrous 100 Dining Room Homogenous, 4'Black Covebase - No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK29A 02411-57 Throughout Yellow, Nonfibrous 100 Dining Room, Homogenous, Associated No NAD Adhesive w/28 Analyzed by: SG Date Analyzed: .3/18/1 l BK29B 02411-58 Throughout Yellow, Nonfibrous 100 Diking Room Homogenous, y Associated No NAD Adhesive w/28 Analyzed by: SG Date Analyzcd: 3/18/11 Reporting Notes: NAD = "No Asbestos Detected" PS _ "Positive Stop" PR "Present" <1% Trace Due to inherent Polarized Light Microscope limitations, fibers and/or bundles below the resolution of the light microscope (approximately <.25 microns in width) will not be detected. "NAD" and "Trace" samples should be confirmed by Transmission Electron Microscopy. AEC Laboratories, LLC (AEC) maintains liability limited to cost of analysis only. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. After this period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct layers are noted by.1,.2,etc.suffixes to lab ID. Page 12 of 24 I �,aborat)�Ie s, L LC 810 Broad Street-Weymouth, MA 02189-Ph. 781.337.0567 Client: Green Environmental AEC Laboratories Project Number: 02411.00 120 Longwater Drive Client Project Number: Not Provided Norwell,MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranche Date Received: 3/17/2011 Phone: 617479-0550 Fax: 617-479-5150 Date Analvzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street; Hyannis,MA Analysis by EPA Method 600/R-93/I16 Client Sample/ Laboratory Location Description Asbestos Other Asbestos Total HA ID Sample ID Type(s) % Materials % Present Asbestos% BK30A 02411-59 Bathrooms/ Off-White, Nonfibrous 100 Dining Area Heterogeneous, Textured Ceiling No NAD Paint Analyzed by: SG Date Analyzed: 3/18/11 BK30B 02411-60 Bathrooms/ Off-White, Nonfibrous 100 Dining Area Heterogeneous, Textured Ceiling No NAD Paint Analyzed by: SG Datc Analyzed: 3/I8/11 BK30C 02411-61 Bathrooms/ Off-White, Nonfibrous 100 Dining Area Heterogeneous, Textured Ceiling No NAD Paint Analyzed by: SG Date Analyzed: 3/18/11 BK31A 02411-62 Men's Room in Off-White, Nonfibrous 100 Dining Area Homogenous, Around Sink Caulking No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK31B 02411-63 Men's Room in Off-White, Nonfibrous 100 Dining Area Homogenous, Around Sink Caulking No NAD Analyzed by: SG Date Analyzed: 3/I8/1 1 = "Positive Stop" PR = "Present' <I% = Trace Due to inherent Polarized Light Microscope limitations, Reporting Notes: NAD = "No Asbestos Detected" PS ribcrs and•ror bundles below the resolution of the light microscope (approximately <.25 microns in width) will not be detected. "NAD" and "Trace" samples should be confirmed by Transmission Electron Microscopy. AEC. Laboratories, LLC (AEC) maintains liability limited to cost of analysis only. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. After this period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct layers are noted by.I,.2,etc.suffixes to lab ID. Page 13 of 24 `w. 3_,a t�ra o-ies, LL C Ys; 810 Broad Street- Weymouth, MA 02189-Ph. 781.337.0567 Client: Green Environmental AEC Laboratories Project Number: 02411.00 120 Longwater Drive Client Project Number: Not Provided Norwell,MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranche Date Received: 3/17/2011 Phone: 617-479-0550 Fax: 617-479-5150 Date Analyzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street; Hyannis, MA Analysis by EPA Method 600/R-93/116 Client Sample/ Laboratory Location Description Asbestos Other Asbestos Total HA ID Sample ID Type(s) % Materials % Present Asbestos% BK32A 02411-64 Ladies Room in Off-White, Nonfibrous 100 Dining Area Homogenous, Around Sink Caulking No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK32B 02411-65 Ladies Room in Off-White, Nonfibrous 100 Dining Area Homogenous, Around Sink Caulking No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK33A 02411-66 Under Waynes Tan, Homogenous, Nonfibrous 100 Coating Adhesive Throughout No NAD Dining(Bottom Half) Analyzed by: SG Date Analyzed: 3/18/11 BK33B 02411-67 Under Waynes Tan, Homogenous, Nonfibrous 100 Coating Adhesive Throughout No NAD Dining(Bottom Half) Analyzed by: SG Date Analyzed: 3/18/11 Reporting Notes: NAD = "No Asbestos Detected" PS = 'Positive Stop" PR = "Present" <1% = Trace Due to inherent Polarized Light Microscope limitations, fibers and/or bundles below the resolution of the light microscope (approximately <.25 microns in width) will not be detected. "NAD" and "Trace" samples should he confirmed by Transmission Electron Microscopy. AEC Laboratories, LLC (AEC) maintains liability limited to cost of analysis only. This repnrt relates only to the samples reported and may not be reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client AEC retains all samples for thirty 1101 days after reporting. After this period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct layers are noted by.1,.2,etc.suffixes to lab ID. Page 14 of 24 l z t ----- vm 8/0 Broad Street- Weymouth, MCI 02189-Ph. 781.33 7.056 7 Client: Green Environmental AEC Laboratories Project Number: 02411.00 120 Longwater Drive Client Project Number: Not Provided Norwell,MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranche Date Received: 3/17/2011 Phone: 617-479-0550 Fax: 617-479-5150 Date Analyzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street; Hyannis,MA Analysis by EPA Method 600/11-93/116 Client Sample/ Laboratory Location Description Asbestos Other Asbestos Total HA ID Sample ID Types) % Materials % Present Asbestos% BK34A 02411-68 Sublayerof Tan, Homogenous, Nonfibrous 100 Wood Paneling Adhesive Under Waynes No NAD Coating Throughout Dining(Bottom Half) Analyzed by: SG Date Analyzed: 3/18/11 _ BK34B 02411-69 Sublayer of Tan, Homogenous, Nonfibrous 100. Wood Paneling Adhesive Under Waynes No NAD Coating Throughout Dining(Bottom Half) Analyzed by: SG Date Analyzed: 3/18/1) BK35A 02411-70 Throughout Off-White/Grey, Cellulose 35 Dining Room Heterogeneous, Fibrous Glass 35 2'x2'Ceiling Tile Nonfibrous 30 No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK35B 02411-71 Throughout Off-White/Grey, Cellulose 35 Dining Room Heterogeneous, Fibrous Glass 35 2'x2'Ceiling Tile Nonfibrous 30 No NAD Analyzed by: SG Date Analyzed: 3/18/11 Reporting Notes: NAD = "No Asbestos Detected" PS = "Positive Stop" PR = "Present" <I% = Trace Due to inherent Polarized Light Microscope limitations, fibers and/or bundles below the resolution of the light microscope (approximately <.25 microns in width) will not be detected. "NAD" and "Trace" samples should be confirmed by Transmission Electron Microscopy. AEC Laboratories. LLC (AEC) maintains liability limited to cost of analysis only. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. After this period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct lavers are noted by.I,.2,etc.suffixes to lab ID. Page 15 Of 24 i 810 Broad Street- Weymouth, MA 02189-Ph. 781.337.0567 Client: Green Environmental AEC Laboratories Project Number: 02411.00 120 Longwater Drive Client Project Number: Not Provided Norwell,MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranChe Date Received: 3/17/2011 Phone: 617-479-0550 Fax: 617479-5150 Date Analvzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street; Hyannis,MA Analysis by EPA Method 600/R-93/116 Client Sample/ Laboratory Location Description Asbestos Other Asbestos Total HA ID Sample ID Type(s) % Materials % Present Asbestos% BK36A 02411.72 Dining Room Black, Chrysotile 5 Nonfibrous 95 Window System Homogenous, Black Caulking Yes 5 Analyzed by: SG Date Analyzed: 3/18/1 1 BK36B 02411-73 Dining Room Black Caulking Window System . PS BK37A 02411-74 Throughout Brown, Nonfibrous 100 Dining Homogenous, Room/Entry/ Floor Grout No NAD Bathrooms Analyzed by: SG Date Analyzed: 3/18/1 1 BK37B 02411-75 Throughout Brown, Nonfibrous 100 Dining Homogenous, Room/Entry/ Floor Grout No NAD Bathrooms Analyzed by: SG Date Analyzed: 3/I8/1 1 BK38A 02411-76 Throughout Off-White, Nonfibrous 100 Dining Homogenous, Room/Entry/ White Floor Leveler No NAD Bathrooms Analyzed by: SG Date Analyzed: 3/18/11 Reporting Notes: NAD = "No Asbestos Detected" PS = "Positive Stop" PR - "Present" <1% Trace Due to inherent Polarized Light Microscope limitations, fibers andior bundles below the resolution of the light microscope (approximately <.25 microns in widtlt) will not be detected. "NAD" and "'tram.." samples should be confirmed by Transmission Electron Microscopy. AEC Laboratories, LLC (AEC) maintains liability limited to cost of analysis only. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. After this period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct layers are noted by.1,.2,etc.suffixes to lab ID. Page 16 of 24 1 r— Z...abor.atories, LLC La tt__ 810 Broad Street- Weymouth, MA 02189-Ph. 781.337.0567 Client: Green Environmental AEC Laboratories Project Number: 02411.00 120 Longwater Drive Client Project Number: Not Provided Norwell, MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranche Date Received: 3/17/2011 Phone: 617-479-0550 Fax: 617479-5150 Date Analyzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street; Hyannis, MA Analysis by EPA Method 600/11-931116 Client Sample/ Laboratory Location Description Asbestos Other Asbestos Total HA ID Sample ID Type(s) % Materials % Present Asbestos% BK38B 02411-77 Throughout Off-White, Nonfibrous 100 Dining Homogenous, - Room/Entry/ White Floor Leveler No NAD Bathrooms Analyzed by: SG Date Analyzed: 3/18/11 BK39A 02411-78 Register Area.. . Off-White,R _ Nonfibrous 100 Half Wall Homogenous, Ceramic Tile Grout No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK39B 02411-79 Register Area Off-White, Nonfibrous 100 Half Wall Homogenous, ` Ceramic Tile Grout No NAD Analyzed by: SG Date Analyzed: 3/18/11, _ SK40A 02411-80 Register Area Yellow, Nonfibrous 100 Half Wall Homogenous, Adhesive No NAD Associated w/39 - Analyzed by: SG Date Analyzed: 3/18/1 BK408 02411-81 Register Area "M Yellow,- Nonfibrous 100 Half Wall Homogenous, Adhesive No NAD Associated w/39 Analyzed by: SG Date Analyzed: 3/18/11 ' Reporting Notes: NAD = "No Asbestos Detected" pS = ,Positive Stop" PR = "Present" <1% Trace Due to inherent Polarized Light Microscope limitations. fibers and/or bundles below the resolution of the light microscope (approximately <.25 microns in width) will not be detected. "NAD" and "Trace" samples should be confirmed by Transmission Electron Microscopy. AEC Laboratories, LLC (AEC) maintains liability limited to cost of analysis only. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. Aller this period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct layers are noted by.I,.2,etc.suffixes to lab ID. Page 17 of 24 f 810 Broad Street- Weymouth, MA 02189-Ph. 78 1.33 7.0567 Client: Green Environmental AEC Laboratories Project Number: 02411.00 120 Longwater Drive Client Proiect Number: Not Provided Norwell, MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranche Date Received: 3/17/2011 Phone: 617-479-0550 Fax: 617-479-5150 pate Analyzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street; Hyannis,MA Analysis by LPA Method 600/R-93/116 Client Sample/ Laboratory Location Description Asbestos Other Asbestos Total HA ID Sample ID Types) % Materials % Present Asbestos% BK41A 02411-82 Entrance to Off-White, Nonfibrous 100 Kitchen From Homogenous,Joint Dining Room Compound No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK41B 02411-83 Dining Room by Off-White, Nonfibrous 100 Bathrooms Homogenous,Joint Compound No NAD Analyzed by: SG Date Analyzed: 3118111 BK41C 02411-84 Entrance to Off-White, Nonfibrous 100 Kitchen From Homogenous,Joint Dining Room Compound No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK42A 02411-85 Exterior Former Black, Nonfibrous 100 Seating Area at Homogenous, Front of Building Black Mastic No NAD on Ground Analyzed by: SG Date Analyzed: 3/18/11 BK42B 02411-86 Exterior Former Black, Nonfibrous 100 Seating Area at Homogenous, Front of Building Black Mastic No NAD on Ground Analyzed by: SG Date Analyzed: 3/18/11 Reporting Notes: NAD = "No Asbestos Detected" PS = "Positive Stop" PR = "Present" <1% = Trace Due to inherent Polarized Light Microscope limitations, fibers and/or bundles below the resolution of the light microscope (approximately <.25 microns in width) will not be detected. "NAD" and "'trace" samples should be confirmed by Transmission Electron Microscopy. AEC Laboratories, LLC (AEC) maintains liability limited to cost of analysis only This report relates only to the samples reported and may not be reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. Alter this period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct layers are noted by.I,.2,etc.suffixes to lab 1D. Page 18 of 24 4 X- --- "v T..,aboT.tarxes, LL,C 810 Broad Street- Weymouth, MA 02189-Ph. 781.337.0567 Client: Green Environmental AEC Laboratories Project Number: 02411.00 120 Longwater Drive Client Project Number: Not Provided Norwell,MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranche Date Received: 3/17/2011 Phone: 617-479-0550 Fax: 617-479-5150 Date Analyzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street;Hyannis,MA Analysis by EPA Method 600/R-93/116 Client Sample/ Laboratory Location Description Asbestos Other Asbestos Total HA ID Sample/D Type(s) % Materials % Present Asbestos BK43A 02411-87 Exterior Brown, Nonfibrous 100 Windows Homogenous, Glazing No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK43B 02411-88 Exterior Brown, Nonfibrous 100 Windows Homogenous, Glazing No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK44A 02411-89 Exterior Where Brown, Nonfibrous 100 Brick Meets Homogenous, Window Frame Caulking No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK44B 02411-90, Exterior Where Brown, Nonfibrous 100 Bride Meets Homogenous, Window Frame Caulking No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK45A 02411-91 Pitched Roof Black/Brown, Fibrous Glass 10 Heterogeneous, Nonfibrous 90 Shingle No NAD Analyzed by: SG Date Analyzed: 3/18/11 Reporting Notes: NAD = "No Asbestos Detected" PS = 'Positive Stop" PR — "Present' <1% _ 'Trace Due to inherent Polarized Light Microscope limitations, fibers and/or bundles below the resolution of the light microscope (approximately <.25 microns in width) will not be detected. "NAD" and "Trace" samples should be confirmed by Transmission Electron Microscopy. AEC Laboratories, LLC (.AEC) maintains liability limited to cost of analysis only. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or. analytical limitations. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. After this period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct layers are noted by.1,.2.etc.suffixes to lab ID. Page 19 of 24 f AIEF ya r Laboratories, LL 810 Broad Street- Weymouth, MA 02189-Ph. 781.337.0567 Client: Green Environmental AEC Laboratories Project Number: 02411.00 120 Longwater Drive Client Project Number: Not Provided Norwell,MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranche Date Received: 3/17/2011 Phone: 617-479-0550 Fax: 617-479-5150 Date Analyzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street; Hyannis,MA Analysis by EPA Method 600/11'93/116 Client Sample/ Laboratory Location Description Asbestos Other Asbestos Total NA ID Sample ID Type(s) % Materials % Present Asbestos% BK45B 02411-92 Pitched Roof Black/Brown, Fibrous Glass 10 Heterogeneous, Nonfibrous 90 Shingle No NAD Analyzed by: SG Date Analyzed: 3/18/1 1 BK46A 02411-93 Pitched Roof Black, Nonfibrous 100 Homogenous, Associated Mastic No NAD w/46 Analyzed by: SG Date Analyzed: 3/18/11 BK46B 02411-94 Pitched Roof Black, Nonfibrous 100 Homogenous, Associated Mastic No NAD w/45 Analyzed by: SG Date Analyzed: 3/18/11 BK47A 02411-95 Pitched Roof Black, Cellulose 50 Homogenous, Fibrous Glass 15 Vapor Barrier w/45 Nonfibrous 35 No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK47B 02411-96 Pitched Roof Black, Cellulose 50 Homogenous, Fibrous Glass 15 Vapor Barrier w/45 Nonfibrous 35 No NAD Analyzed by: SG Date Analyzed: 3/18/11 Reporting Notes: NAD = "No Asbestos Detected" PS = "Positive Stop" PR - "Present" <1% = Trace Due to inherent Polarized Light Microscope limitations. fibers and/or bundles below the resolution of the light microscope (approximately <.25 microns in width) will not be detected. "NAD" and "Trace" samples should he confirmed by Transmission Electron Microscopy. AEC. Laboratories, LLC (AEC) maintains liability limited to cost of analysis only. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. After this period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct lavers are noted by.1..2.etc.suffixes to lab ID. Page 20 of 24 f yg Laboratories, LL.0 810 Broad Street- Weymouth, MA 02189-Ph. 781.337.0567 Client: Green Environmental AEC Laboratories Project Number: 02411.00 120 Longwater Drive Client Project Number: Not Provided Norwell,MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranche Date Received: 3/17/2011 Phone: 617-479-0550 Fax: 617-479-5150 Date Analyzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 . 184 North Street-,Hyannis,MA Analysis by EPA Method 6001W93/116 Client Samplel Laboratory Location Description Asbestos Other Asbestos Total HA ID Sample ID Type(s) % Materials % Present Asbestos% BK48A 02411-97 Flat Roof on Black/Red, Cellulose 10 Parapet Wall Heterogeneous, Nonfibrous 90 Shingle No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK48B 02411-98 Flat Roof on Black/Red, Cellulose 10 Parapet Wall Heterogeneous, Nonfibrous 90 Shingle No NAD Analyzed by: SG Date Analyzed: 3118111 BK49A 02411-99 Flat Roof on Black, ! Nonfibrous 100 Parapet Wall Homogenous, Mastic Associated No NAD w/48 Analyzed by: SG Date Analyzed: 3/18/11 BK49B 02411-100 Flat Roof on Black, Nonfibrous 100 Parapet Wall Homogenous, Mastic Associated No NAD w/48 Analyzed by: SG Date Analyzed: 3/18/11 BK50A 02411-101 Flat Roof Brown, Cellulose 65 Heterogeneous, Nonfibrous 35 Built up Roofing No NAD Analyzed by: SG Date Analyzed: 3/18/11 Reporting Notes: NAD = "No .Asbestos Detected" PS = "Positive Stop" PR = "Present" <1% = ]'race Due to inherent Polarized Light Microscope limitations, fibers and/or bundles below the resolution of the light microscope (approximately <.25 microns in width) will not be detected. "NAD" and "Trace" samples should be confirmed by Transmission Electron Microscopy. AEC Laboratories, LLC (AEC) maintains liability limited to cost of analysis only. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. After this period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage.based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct layers are noted by.l,.2,etc.suffixes to lab ID. Page 21 of 24 810 Broad Street- Weymouth, MiI 02189-Ph. 781.337-0567 Client: Green Environmental AEC Laboratories-Proiect Number: 02411.00 120 Longwater Drive Client Proiect Number: Not Provided Norwell,MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranche Date Received: 3/17/2011 Phone: 617-479-0550 Fax: 617-479-5150 Date Analyzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street-,Hyannis,MA Analysis by EPA Method 600/R 93/116 Client Sample/ Laboratory Location Description Asbestos Other Asbestos Total HA ID Sample ID ' Type(s) % Materials % Present Asbestos% BK50B 02411-102 Flat Roof Brown, Cellulose 65 Heterogeneous, Nonfibrous, 35 Built up Roofing No NAD Analyzed by: SG Datc Analyzed: 3/18/11 BK51A 02411103 Flat Roof at Black, Nonfibrous 100 Penetrations Homogenous,: Black'Caulking No NAD Analyzed by: SG Date Analyzed: .3/18/1 BK51B 02411-104 Flat Roof at Black, Nonfibrous 100 Penetrations Homogenous, Black Caulking No NAD Analyzed by: SG Date Analyzed: 3/18/1 BK52A 02411-105 Exterior Doors Off-White, Nonfibrous Homogenous, Caulking No NAD Analyzed by:'SG -Date Analyzed: 3/18/1 BK52B 0 241 1-1 0 6 Exterior Doors Off-White, Nonfibrous, 100 Homogenous, € Caulking No NAD. Analyzed by: SG Date Analyzed: 3/18/1 1? { Reporting Notes: NAD = "No Asbestos net-ted" PS = "Positive Stop" PR = "Present" <1% Trace Due to inherent Polarized Light Microscope limitations. fibers and/or bundles below the resolution of the light microscope (approximately <.25 microns in width) will not be detected. "NAD" and "Trace" samples should be confirmed by Transmission Electron Microscopy. AEC Laboratories, LLC (AEC) maintains liability limited to cost of analysis only. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations- Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. After this period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct layers are noted by.1,.2.etc.suffixes to lab ID. Page 22 of 24 810 Broad Street- Weymouth, MA 02189-Ph. 78 1.33 7.0567 Client: Green Environmental AEC Laboratories Project Number: 02411.00 120 Longwater Drive Client Proiect Number: Not Provided Norwell,MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranche Date Received: 3/17/2011 Phone: 617-479-0550 Fax: 617-479-5150 Date Analyzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street; Hyannis, MA Analysis by EPA Method 60(VR-93/116 Client Sample/ Laboratory Location Description Asbestos Other Asbestos Total HA ID Sample ID Type(s) % Materials % Present Asbestos BK53A 02411-107 Exterior Window Brown, Fibrous Glass 1 Caulking at Homogenous, Nonfibrous 99 Drive Through Caulking No NAD Analyzed by: SG Date Analyzed: 3/1811 1 BK53B 02411-108 Exterior Window Brown, Fibrous Glass 1 Caulking at Homogenous, Nonfibrous 99 Drive Through Caulking No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK54A 02411-109 Exterior Behind Black, Cellulose 65 Brick Homogenous, Nonfibrous 35 Vapor Barrier No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK54B 02411-110 Exterior Behind Black, Cellulose 65 Brick Homogenous, Nonfibrous 35 Vapor Barrier No NAD Analyzed by: SG Date Analyzed: 3/18/11 BK55A 02411-111 Base of Exterior Black, Fibrous Glass 60 on Slab Heterogeneous, Nonfibrous 40 Vapor Barrier No NAD Analyzed by: SG Date Analyzed: 3/18/11 Reporting Notes: NAD = "No Asbestos Detected" pS = "Positive Stop" PR = "Present" <1% = Trace Due to inherent Polarized Light Miwuscopc limitations, fibers and/or bundles below the resolution of the light microscope (approximately <.25 microns in width) will not be detected. "NAD" and "Trace" samples should be confirmed by Transmission Electron .Microscopy. AEC Laboratories, LLC (AEC) maintains liability limited to cost of analysis only. This report relates only to die samples reposed and may not be reproduced, except in full, without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. Aker this period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVF),unless otherwise noted.Distinct layers are noted by.1,.2,etc.suffixes to lab ID. Page 23 of 24 L I 'M'q ------ a� 1..,aboratories, ?LC 810 Broad Street- Weymouth, MA 02189-Ph. 781.337.0567 Client: Green Environmental AEC Laboratories Proiect Number: 02411.00 120 Longwater Drive Client Proiect Number: Not Provided Norwell,MA 02061 Date Sampled: 3/17/2011 Attention: Jason LaBranche Date Received: 3/17/2011 Phone: 617-479-0550 Fax: 617-479-5150 Date Analyzed: 3/18/2011 Re: Burger King Date Reported: 3/18/2011 184 North Street; Hyannis, MA Analysis by EPA Method 600/11-93/116 Client Sample/ Laboratory Location Description Asbestos Other Asbestos Total HA 1D Sample ID Type(s) % Materials % Present Asbestos% BK55B 02411-112 Base of Exterior Black, Fibrous Glass 60 on Slab Heterogeneous, Nonfibrous 40 Vapor Barrier No NAD Analyzed by: SG Date Analyzed: 3/18/1 1 Reviewed by: Steven Grevelis Analyzed by: Steven Grevelis Signature: i .i. i{ Signature: Reporting Notes: NAD = "No Asbestos Detected" PS = "Positive Stop" PR = "Present' <1% = Trace Due to inherent Polarized tight Microscope limitations, fibers and/or bundles below the resolution of the light microscope (approximately <.25 microns in width) will not be detected. "NAD" mid "Trace" samples should be confinned by Transmission Electron Microscopy. AEC Laboratories, LLC (AEC) maintains liability limited to cost of analysis only. This report relates only to the samples reported and may not be reproduced, except in full- without written approval by AEC. AEC is not responsible for sample collection activities or analytical limitations. Interpretation and use of results are the responsibility of the client. AEC retains all samples for thirty (30) days after reporting. After this period AEC will dispose of all samples according to all local, state, and federal guidelines, unless requested in writing by the client. All results are expressed as a percentage based on Calibrated Visual Estimate(CVE),unless otherwise noted.Distinct layers are noted by.1.2,etc.suffixes to lab ID. Page 24 of 24 APPENDIX C Control No:2 8 2 4 8 THE COMMONWEALTH OF MASSACHUSETTS - DEPARTMENT OF LABOR DIVISION OF OCCUPATIONAL .SAFETY 19 STANIFORD STREET, BOSTONV, MASSACHUSETTS 021.14 CERTIFICATION FOR ASBESTOS ANALYTICAL SERVICES ` AEC LABORATORIES,LLC •810 BROAD STREET WEYMOUTH MA 02189 LICENSE: AA000197 EXPIRES: Sunday;March 27,2011 IN ACCORDANCE WITH MGL CH:149 6B AND 453 CMR 6.08 THIS CERTIFICATE IS'ISSUED,BY THE DEPARTMENT OF LABOR AND WORKFORCE DEVELOPMENT;DIVISION OF OCCUPATIONAL SAFETY TO PROVIDE THE ASBESTOS-ANALYTICAL SERVICES SPECIFICALLY LISTED BELOW: CLASS C CERTIFICATE I `CLASS B CERTIFICATE LAURA M. MARLIN,COMMISSIONER i APPENDIX D y r s ,r y 1 K. Town of Barnstable oFV"E' 200 Main Street,Hyannis,Massachusetts 02601 9BA NSTABLE,A Regulatory Services Thomas F. Geiler, Director MARK i639• s�� Building Division Tom Perry,Building Commissioner ED Mp,`l Phone(508)862-4679 Fax(508)862-4725 www.town.barnstable.ma.us March 7,2011 LBK, LLC (Lessee for Burger King) c/o Marc Rochon Mastoran Corp. 822 Lexington Street Waltham, MA 02452 RE: Site Plan Review# 006-10' LBK, LLC 884 North Street,Hyannis, MA - Map 309;Parce1260 Proposal: Demolish existing Burger King restaurant with drive-through and two drive-up windows with a new Burger King restaurant with drive-through and two drive-up windows. Compliance with standards of the Design Infrastructure Plan are proposed. Dear Mr. Rochon: Please be advised that revised plans for the above proposal have received an administrative approval subject to the following: • Approval is based upon and must be built in substantial compliance with plans entitled"Site Development Permit Plan, Proposed Burger King Restaurant Facility in Barnstable (Hyannis), Massachusetts" 9 Sheets, dated March 12,2010 with final revision February 21, 2011, prepared for LBK, LLC by Eastern Land Survey Assoc, Inc. of Peabody, MA and plans entitled"LBK LLC Redesigned Burger King"2 Sheets, dated 11/05/10 with final revision 11/12/10,prepared by R. Jon Henson Landscape Architects for LBK LLC and"Lighting Proposal for Burger King #664, Hyannis, MA" dated October 26, 2010 prepared by LSI Industries. • On-site electrical service must be buried underground in the event that coordination with NSTAR timeframes can be accomplished. • Prior to the installation of municipal lighting fixtures to be located on applicant's property, an easement granted.to the Town of Barnstable must be executed and recorded. • Building exterior appearance and all accessories such as outdoor dining furniture, signage, etc. must receive final approval from Growth Management Department for compliance with Design Infrastructure Plan standards prior to the request for a certificate of occupancy. -p! • Profile view of sewer line connection and plans for hook up to existing line on abutting property to the east will need to be provided at the time a test pit is dug and determination is made by DPW as to what will be required for their approval. • Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification,made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Perry, Building Commissioner SPR file Growth Management Department r - ° THE ra,� Town of Barnstable Regulatory Services vBARNSTABLE, MAW. Thomas F.Geiler,Director `bAlEt639ote Building Division Elbert Ulshoeffer,Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 SHED REGISTRATION 120 square feet or less �( Ida r►t� S t cee°r I-I y.Ai�1Ni�S Location of shed(address) Village i 509 71113 5©L114 'Property owner's name Telephone number Size of Shed Map/Parcel# Sign re Date Hyannis Main Street Waterfront Historic District? ' Old King's Highway Historic District Commission jurisdiction? �y Conservation Commission(signature nature si PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN I i Q-forms-shedreg --T ------�, . 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'::. pi THEE Sewage Permit number ......... ln?.y..: lQ ..A.lO SEPtIC SYSTEM INSTALLED IN CO WITH TITL HaaasTdDLE, i House number. ........................................................................ "6s ENVIRONMENTAL 1' TOWN OF BARNSTAIRE' OULATIO BUILDING INSPECTOR APPLICATION FOR PERMIT TO �� /@ �77 TYPE OF CONSTRUCTION ?14t :Gt/ F� � ... ! / .. .. .� .... �.. . ......................... t� ' ........... ........!?!� ...........197..9.. f TO THE INSPECTO.R,_OF BUJtDINGS: ax z - - - The undersigned eby plies f a r it acc ing t t e- following information: Location .... '.. 1�...... .'. . ..� y .e!IFl7^ .. ..1 � -...... Proposed Use .. X/V.27.....C.le........ez)Z&O.O.W..................................................................................................... Zoning District .................................................. Fire District . Name of Owner ,V,?1 .....f! /. ...............Address .l..i� i.��Tl .. T... Name of BuilderZ ). .....Address Name of Architect � .............. i� ie ... .Address .. c .... -- e ,�u-� Number of Rooms :................... ............Foundation 1ZIAtC . Exierior ....................................................................................Roofing ..�� 1?1i�� 7-- .................................................... Floors .................. ...................................................................Interior .........................................................................:.......... . Heating ..... � ,Plumbing •'yG ; �....6 ....: _. Fireplace Approximate Cos :..�.. ......... ...... -D� ....... Definitive Plan Approved by Planning Board ________________________________19________. '(/�/ Area ...... ...^' /............... Diagram of Lot and Building with Dimensions Fee 15�!O.b.. SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of Town of Barnst regarding a above construction. Name .. .. ..... . .. ... ..... 1 Wyamn, M. & M. 21909 • No ................. Permit for .....add..car pbrl........ .........to...6,o,.m m e r.c.i.a 1...Wild.ing...................... . .. ... ........ . . .... . ........ Location ..............U4..Rutb...$1r.Q.Q1............... ............................ ................................... Owner .............M.,...LK,...wy=........................ Type of Construction ............frame..................... . ................................................................................ Plot ............................ Lot .......... ..................... Permit Granted ......P..e.c..emb.......e..r....28..........19 79 Date of Inspection .....................................19 Date Completed ........... L....... 19p� PERMIT REFUSED ........................... 19 .....M.0 >....................................................... .....A.A Q...... .......................................... r.V.7.................................................. X ......................................... J, M 0 t 0 Applay ....tn.s;.................................... 19 co rb M ................ ........................................................... o ' °`T"Et°�y TOWN OF BARNSTABLE i BAHHSTADLE, "6 BUILDING INSPECTOR' �a wnr a• // C` APPLICATION FOR PERMIT TO .... .. .k .�..4,..../..L.�. .............. ..'4 .!`........................... TYPE OF CONSTRUCTION 1c,r.C,.� � -' ..................... ...... .. ............ ......... ....................................... ` ' .,........��............19. ..9 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location . .7"/5!. .SOl .e�................ - y..< .�.........� �.. :.'.:.... ..tee Proposed Use .......... .C ,. 11... ►` Zoning District ....... .........................Fire District . c) Name of Owner '� 11'� t'�..r J•{ .....6,00,....Address .JI Ct90 f�/ �.f ! ff� >� -A/o�o�7it, .................. . . /�Sff,R r ' f r Name of Builder ............... i..�?. d........ .........Address ��o�r� &�. 6,3WGI`T.f!..f./.! ! 6. '�i: Q�i4 Name of Architect, ® ... �.. 6.1. s'. ..........Address ..�F. `GlPf Numberof Rooms ..................../..............................................Foundation ..... �?.('✓.. . ............................. Exterior / (,' � � .............Roofingf.f' /./1✓-�!f ..foo � ftL ' �i9/� GeaQfjcl�l `j........1..1..//: ..............................Interior f..Q....,J... !���. /9^/ /it/ Floors ���� r . Heating f�k� �� ��.. ................................Plumbing ✓� i . ................................... Fireplace ......... !r. .°' .....................:......:.............ApprozimatP Cost ...................... ./.... � � =: © Difinitive Plan Approved by Planning Board ________________________________19________. P Diagram of Lot and Building with.Dimensions F 1 Ac R 0 AGE p1SP4SAL fitAV. ����� � Supply, S pF' ARNS��gLE= Oel Nk o �P I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the ove construction. NameJ. . ... ............. ...... ..Ali Burger King Corp. No ......126.6.8 Permit for .........on.e...story............. .... commercial building ............................................................................... Locatio , North..North........Str..e.et........................... M ......... .... ..........................Hyannis...................................... .. ......... Burger Kind Cori. Owner ............. ................ Type of Construction ......!R@,sPYFY.................... ................................................................................ Plot ............................ Lot ................................ Permit Granted .....................October..2...............19 69 Date of Inspection .../J.—..Lj�.........19 ilvlF Date Completed ......................................19 PERMIT REFUSED ....................... ........................................ 19 ............................................................................... ............................................................................... ............................................................................... ............................................................................... Approved .................................... 19 P, ............................................................................... ............... .......................................................... Ail d Assessor's,Office 1st floor �,/ Lot / W I W ( ) Map. 'gig / - Permit# 9 9 b Conservation Office(4th floor) '� `'��� �� Date Issued Board of Health(3rd floor)(8:30-9:30/1:00- 2:00) b Fee ngineering Dept.(3rd floor) House#A ` ALLE61 UANCE arm->Yo _dg•) ' E AP!® '. �3efiniti 19 I'®Wnj 1 o TOWN OF BARNSTABLE Buildi Permit Application ; Projec Address 001�h oiuvl Village W1 16-n n 0 Owner Address — Z ;Telephone Permit equestot)Ta QAm a-. a J60Don4j Total 1 Story Area(include 1 story garages&decks) square feet Tot a12 Story Area(total of 1st&2nd stories) square feet Estimated Project Cost $ Zoning District (Or(►MA%A1 Flood Plain no Water Protection 0 0 Lot Size o I D Grandfathered? Zoning Board-oLAqeals Authorization ✓ Recorded Current Use.. l O"t Proposed Use Construction Type Commercial Residential Dwelling Type: Single Family Two Family nk, Multi-Family - Age of Existing g Structure ro 5 Basement Type: Finished Historic House (�(`� Unfinished Old King's Highway n D Number of Baths No.of Bedrooms n Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air U Fireplaces no Garage: Detached. Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information -�Name k) , (bjA -�r ®n5 Telephone Number -07—g3m Address RD icense# 00)3a ome Improvement Contractor# 5 �C 1�PJl Worker's Compensation#(bg 5H T 8 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS_kESULTING FROM THIS PROJECT WILL BE TAKEN TO . 4 6V)6+a-b�- k J a a a - SIGNATU Wffi" ATE BUILDING PERMI DENIED FOR THE FOL WING REASON(S) •FOR OFFICIAL USE ONLY PERMIT NO. 9790 ` DATE ISSUED August; 17, 1995 + MAP/PARCEL NO. 309.260 _ ADDRESS 184 North Street _ ? _- VILLAGE Hyannis; MA 02601'i OWNER 'Bur'con, Properties Burger King #664 r i DATE OF INSPECTION: • _mot t -- .__�. - FOUNDATION FRAME t INSULATION FIREPLACE .4 _ ELECTRICAL: ROUGH FINAL _ PLUMBING: i> ROOUGH FINAL GAS: ,,. R V- QH FINAL _ = FINAL BUIL•DINA M DATE CLOSEDO2LL 0 ASSOCIATION Pt AN�,N , 01/16/1995 08:07 1-502-790-6230 BARNSTABLE BLDG DZV PAGE 01 , A02lff cow woe - . V�ork�'s' am* - buazam with a pri'ac�t pace Of 1(� n do llarmiy =Wy undgr vbe paw and p Of Pam• � Olo or jus I m CAMP=y r t am a sole pmcem=r aad hmm Ito =e wori lUff fiw the h:MIT=Pst bel Y- t a= a sole proPrie w4 Wca� ar � Pponeors ffs ow vaho ISM he f Cow Casxeraaos' - Caattamr tam = homeowner.Pmrfcn bg a� the wm '- d�aao�rapvwo= m s I eat zhu a coat of zuk s WN be dad to da< oft o d a am of ea t o �-sic ss sd under Sa*�°"ZSA of MM iU cm km 0 00�+Ooeiei� �a A� �1Od00 a dw apt o rkromm �as dvil sere torte of s ►�'C�P 1�ItOR1C I Azv of Z � B 08/08/95 15:19 TX/RX N0.1666 P.001 ..�.y TEL No . Jan 25.01 5 :50 No .004 P . 01 I f i i z - r 0EPAME11 Of PUBLIC SAFETY CONSTRUCTION SUPERVISOR LICENSE Nuebers Expires: lirltdite: CS 82802 QUIVIM 07/12/1151 Restricted 10; oQ J9RN 1 CALLAHAN 102 MICKAXIS AVE WEST DEMNIS, MA 02610 AUG-09-1995 10=39 FROM REYNOLDS INS. TO 15087902777 P.01 \ VVRYii., �► ♦ + ♦ 15;UE DATE(WV'DTWYV) - ■ LT 8 9 5 RDDUCER TFIIS CERTIFICATE IS ISSUED AS A MATTER OF INFOAfOATIbN ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE:HOLVER. TFUS CenTIMCATE lobert P. Reynold s Ins . Agcy . , Inc DOTS NOT AMENT), EXTEND OR ALTER THE COVERAGE AFFORDED BY THE 2 Oliver Street POLICIES BELOW;_^ ____ 3oston, MA 02109 COMPANIES AFFORDING COVERAGE A Hanover InsuranceCo. SURED I TrFrT John T. Callahan & Sons, Inc . , Eta cUMI'ArI'' C T 30 First Street ?.0. Box 397 corarAra. LETTER 3ridgewater, MA 02324 ---- -- -- -- - -- - __----- COMPANY F LETTER THIS IS TO CERTIFY THAT THE POLICIES OF ItJ`!U!!nfY! E LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED AROVF FOR THE POLICY PERIOD INDICATED.NOTWITHSIANDING ANY REQIJIRF•':IE!!1. 1ERM OR CONDITION OF ANY CONTPACT OR OTHER D-O7UMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PFR I AI:J. I P! 111SUI1ANCE.AFFOrTDFG BY THE-.POLICIES DESCRIBED FIERFIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDI HONS OF SUCH POLICT' I�f I POLICY BFTECTFVE OLICY EXPIRATION � TYPE OF INSURANCE T'O!."'�•^'!?BFn r �TYY) LIMITS GENERAL LIABILITY BODILY INJURY OCC. E COMPREHENSIVE FORMA BODILY INJURY knG. S PRewsegroPERATIONS rmore RTY DAMAGE OCC. S UNDERGROUND PROPERTY DANIAOE AGO. $ EXPLOSION S COLLAPSE HAZAPD _T- PRODUCTSICOMPLETED OPETI. M R FO COMBINED OCC. S CONTRACTUAL RI S PD CQNe!1•IF.!>AGO. S tWDEPENDENT COrI'!TA.CT(TRS PEIISCINAL INJURY AGO. $ BROAD FORM PM'rER iY DAMAGF PERSONAL 113JJIIY AUtCMOStLE LIABILITY iBODILY..IFLInyY T ANY AUTO ALL OWNED AUTOS I PIi•'-Past. 1 Bfu)ILY!II-P.IR, S Olher Thaw (.I•..r?•:•a-!....r! ALL OVi'4ED AIJTCS I P,Iv.Peres HIPEOAUTOS F•RO?Fi't'ITY VAM AGE S NON-OWNED AUTOS GARAGE LIABILITY BOL'ILl'INJVfa R PTtUPI:IT tY OA MW3F COMBINED EXCESS LIAOFLITY --~., -._ �•_ ~« EACH C'.'CIIRFIENCF S UN40RELLA FORMA AGGREGATE _-_------- & OTHER THAN UTABRELLA FORM SMAIUIOHY LIMIIS WORKER'S COMPENSATION - - -•-- -' EACH ACCIDENT AND WWN4849678 1/01/95 1/0`1 /96 -- Y-D-0 DISEASE---POLICY LIMIT F EMPLOYERS'LIABILITY ETA-A-�-T-� OTHER DISEASE•-EACfi EI.IPLO'YEE .SCRIPTION OF OPERATIONSILOCATIONSIVEHtCLESISPFI^,IAI TT?'r.lr _ .�...._—._�.._ all Operations In, w . 4aUrice Wyman [AVTHORI 11.f7 ANY OF THE Af3OVF DESCRIBED PO!.MCIFE 13F CAROFLLED P.EFORE THE ?ax ( 5 0 8 ) 7 9 0-2 7 7 7 RATION DATE- TTIFFRE('F:. 111E ISSUING CC)PAPANY WILL ENDEAVOR TO aTT: Cheryl 3.Q_..MAYS WRITTEN RI(7TIC.F TO THE CERTIFICATE HOLDER NAMED TO THE , ALIT FAILUnE TO MAIL FI.ICH NOTICE SHALL IMPOSE NO OBLIGATION OR LITY OF ANY KIND UPON THE COMPANY.ITS AGENTS OR REPRESENTATIVES. ZED` E J 1' TOTAL P.01 08/09/95 11:38 TX/RX N0.1678 P.001 Assessor's map and lot number .:..... ...: .:... <-.rr..... ....... Sewage Perrr04 number 'ell THE 0e j� f�° j/ // Z BAHHSTLDLE, i Houle number ........ . ...�...... ✓lf.n?:rt:/,.!,., .r7`.-....! i��n//7// T;/�to3 D z G b / soo NAM ee� TOWN OF BARNSTABLE1, ' BUILDING INSPECTOR, APPLICATION FOR PERMIT TO .......... 1 cJ ................................ TYPE OF CONSTRUCTION ..... �rs?vKs� {. d?r.':�'�GI'.. !2� `r. .. .t�/ s ......................... � �/ r .......................:.?. ......... .......19....... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ......,./ 1.....'v.�.�c' ........v .:.................. P !•r� .,�_!.!...�.. s'p .:....... (. ?..1....................... ......... Proposed Use A 4j.CIA.a.-.c ............................... ....... ............... Zoning District ....... ..............................................Fire District ... .:! ................................................. Name of Owner .. ........ f .�, ��-�?.:t:.....p..........�...........................Address ..�.`.:!r:�✓9:'!r'�y.r... f: �...`........... ................. Name of Builder C?f"`� r ..4,&j(-A4,A0dr1esS ., G! , t ?.CfS.•` Tr //`..i'....X.... Name of Architect .. rh /�/� $ Pk?-.....................Address (T�9(21/✓�a. /"( ................................... ............:.................. ............. ..................................... Number of Rooms ........,_�t/��!4....................................... ....Foundation .t '.! `. f., ............................... Exterior ................... .....1.......e......1.�...............,�............Roofin ............................. t�// �tJY/�l�l� Interior .../` 1� � ...::. � /� Floors ................................/................................................. e.z, ........................................ Gi SJ�1✓� d� c i' Heating .....,...�..........................................................:..................Plumbing .................................................................................. Fireplace ........, 1- Approximate Cost .... ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ............................................... ..................... Definitive Plan Approved by Planning Board ________________________________19________. AP Area !. ...:�-!!..................... ..... Diagram of Lot and Building with Dimensions Fee ?S d 0 ........................................ SUBJECT.TO APPROVAL OF BOARD OF HEALTH k- ti i \ F 1 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of-tTie Town of Barnsta le-regarding the above construction. Name ....... ......................................... Construction Supervisor's License ... . BURCON ENT. A=309-260 No F*;nit for '..Reawde.1................ restaurant ............................................................................... 184 North Street Location ......................................... ..................... ...............jiyaalrds,........................................... Owner ..........13.1=aon...Ent............................ Type of Construction ................frame.............. .............. ................................................................................ Plot ............................ Lot ................................ Permit Granted ..............AP.K.i I.....11-19 85 Date of Inspection ....................................19 Date Completed ......................................19 x 01 '7 3. 24-7 Assessor's map and lot number .......5.�6 f �......?U...... � �T �fC`t`'T� THE Se\W, ge Permit number ......... //1?L..... !.C/ �� FJ�!'... �/ y �� I /-`� ©2-(s G 9BaSHSTeDLE, i HousXe number ......:.. . .. . ... 6 / o rnea ..i... ..... . 1639- TOWN OF BARNSTABLE BUILDING INSPECTOR ' APPLICATION FOR PERMIT TO ..'.......................................................................................................................:.. — rgo2t v4�e TYPE OF CONSTRUCTION ....... ...c�tom. .... ....................Lf.. .........!.................... . .................................... / ......................... .........<....:....19.v.S/ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby,,agpplies for a per_m/it according to the following information: Location ..... .l.r . .../.....?.. ... ......... 7�........... � ,�•✓a"�.l..S�..... J4: ........1`�..z.C,.�../....................... ProposedUse .....A-�%���1.�4. ... ......................................... ................................................................. Zoning District ..............................Fire District ... �i �'l Name of Owner ..XJ.W?-:.Cc1LL.. �:.....................:....Address ..` 1h2. .....1 ....:.................................. ��/ �L ......�R1"/'15 ��� ss ..�)��..� :Cl .`�7`.....Name of Builder ..... 4GL�11' /G��I Name of Architect ..!r. (I.�- /"l(�esev ....................Address .....f !a-s ../.. .................................. ........ .......... Number of Rooms ........ ....................................... ....Foundation .0 2k.zz.......................................................... Exterior .�cl �! ..�..r�l��� "' ffO�'1 ............Roofing .... .................................. Floors Interior ....��G>.W �. .tl 'ano�72 y........... .......................... . .................................... Heating ...1-4.5.. .........../..<.?1f '.0. ..................Plumbing .............. Fireplace ...G...., : ........................................................Approximate. Cost .... ®.©. . ..................................... Definitive Plan Approved by Planning Board ---------------_-----_---------19________. � Area . ... ....................... Diagram of Lot and Building with Dimensions Fee .... ...........V.................... SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations cif-,," Town of'Barnsta regardin the above construction. 1 Q Name .... ! !.. . .................. .................. ............. Construction Supervisor's License ...0.a(0.(Q(.q...... BURCON ENT. A=309=260 No .. 7 7 41 Pe hit for ... ............... restaurant ............................................................................... Location .... Nox.t�L-S.treet............ Hyannis ............................................................................... Owner ................B.qr.QQrI..Fat....................... I'k Type of Construction .............. X fie..:............ ................................................................................ 'Plot ............................ Lot ................................. .,Permit Granted .-AP-r-il-.11.................1985 Date of lnsp6cJ- n-:r-'.*..... .........lgx Dat ................./A ................191515— Assessor's map and lot number ...... N.-A... , ?�0*TN E r0� Sewage Permit number .r?: !r...... R 9 D (K4 Z BARNSTABLE, i F !Jse number ..: .:.':. ..., y N As,a a �p 1639. 00 TOWN OF BAR.NSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO r ?? .�� ............. , TYPE OF CONSTRUCTION ........................................19....:: TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location �Q��� :.....I:'� �t.�t`�f............� .` " ... . ...:.� ....�. �,E;'t , 1: t i. ProposedUse ....... ................................................................................................................................................................ Zoning District ..�..,..�.................................................................Fire District p�.............................................................................. Name of Owner f..�.1(: �`� IA�c� .........Address 1 Z1 '� � a' Name of Builder �� Ilsl "' yf ,.*":•31. alAddress ..l �T.?. �r', .. 0 Calillt„I .�. , l/Y . �.r ,. _. -Name of Architect .....:. t.....:................,............ ......Address T� • 1 7�� 1 � i Number of Rooms �""'" """ ' .......................Foundation d i�Exier for � � .....�..C..K.... � �� .�.�Y)....Roofng .................................................................................... Floors ....L...!.�..,:;!`:"...................................................................Interior ....�y�l � �., „ �� Heating ..........................................................Plumbing ...... 4 ..........................`..................................... Fireplace ..................................................................................Approximate Cost ...%*.. n..j. ..r................................... Definitive Plan Approved by Planning Board ________________________________19________. Area .......................................... Diagram of Lot and Building with Dimensions Fee -SUBJECT TO APPROVAL OF BOARD OF HEALTH i I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. - Nam . _, ........ M .. ........ Y ... .:.�' w. 'ita�...ai e.S)::.-ev.'s t`:- Sa....RS,i...i:diu Y.•sYu...risit;'• .iyr iic ... -..... - .i w A�=309-360 � Boromrz— o .�� �° � No ..�3��.LPermitfor ....ADCITI{}N.......... ` COMMERCIAL BUILDING ' --------------------------' � Location ..................... ........................ay.zLrmJ-si—.----------.. ' .,p= of `" .".,vc"c", Plot Permit Granted .......March /6..............19 80 PERMIT R FUSED ............................I............t � � ` ` ' .................................... w n -- -- � -- - 19 -----------------------' ' ------------------^''--^^'' Assessor's map and lot number ..' O.9.........A �d 9 x:.. Q��F TH E tp�f, i Sewage Permit number . �o "�a'' "'..../ 2� ` -4,. 5i198-D Z BAHB9TSIiLE, i 11 MAB6 _ Po-use number ....1....... ..................................................... r �p %639. \00 .�0 MA-1 p tr 'SOWN OF BARMTABLc R=. INSTALLED UI ® IHG I SPECT® rMonn:��Tq f APPLICATION FOR PERMIT T ` .L.1S1 .................................................................................. TYPE OF CONSTRUCTION �.ld.4a.. I" .1 .k.J.1Z... :...... ... �_ .........19 TO THE INSPECTOR OF BUILDINGS: 11 The undersigned hereby applies for �a permit accordinngj to the following information: Location bo .... i.J•\.}. ........1. .,` �...`t'i..'......��. ...�l..�`` �: .�.. .�.�.�.��... ProposedUse ............................................................................................................................................................................ ZoningDistrict ........................................................................Fire District ......................................_.....,.................................... Name of Owner .. ... .........Address , � . �.1.. ................. Ce)Name of Builder ...... .1 an � dress ?... � �'iG��-,-..4?..1.1.�,1. 4r?—�4?.L�r� Cl.�kc � t Name of Architect .......Address ......15.1ft!0 1 It 1! i Number of Rooms ..................................................................Foundation .* \. .......... Exterior .. .....f ....Roofing ..... .-+........................................................... 1 n {� Floors ri-Le..................................................................Interior ... �.. A.0)— Heating ..................................................................................Plumbing ......... . ...................................................................... Fireplace ..:...............................................................................Approximate st ..I. .iS n .... Definitive Plan Approved by Planning Board -------------------------- .........gz --____19______--. Area Diagram of Lot and Building with Dimensions Fee P_ SUBJECT TO APPROVAL OF BOARD OF HEALTH r i I hereby agree to conform to all the Rules and Regulations of t Town of Barnst bie regarding the above construction. Nam :...... ... ..... . . ." .... �'........ ? � ^ | �! | , , ` |' . ' ` . ; . � ' \ - ' ^ / - . . | � ` ' ` No ....... ......... ermi for -!--AdditA-),cq)-n ' Hyannis Type of Construction ..N�kgpmry/glas-a..... Date Completed ......... . . . .................19 40� r PERMIT REFUSED � . ^ - . ' . . , , ' . ' . ---. ---. ' ........................................... _ . ' ^ .............................. -------~— ---.. . ' - . ' . lg ....-----. --~.---------. ^^ ` ........................... ............................................. � �� C __ _ _ - -- `� �, ,, - �, AWE h, Sign TOWN OF BARNSTABLE Permit * BARMSTASLE, = MASS. 16 9. s` Permit Number. Application Ref: 200800982 20070137 Issue Date: 02/22/08 Applicant: BURCON, PROPERTIES Proposed Use: RESTUARANT & CLUB Permit Type: SIGN PERMIT Permit Fee $ 100.00 Location 184 NORTH STREET Map Parcel 309260 Town HYANNIS Zoning District OM Contractor PROPERTY OWNER Remarks REPLACE WIND DAMAGED SIGN 64 SQ BURGER KING SEE PHOTS ON FILE OF EXISTING SIGN BEFORE Owner: BURCON, PROPERTIES Address: P O BOX 020783 MIAMI, FL 33102-0783 Issued By: POST THIS CARD SO THAT IS VISIBLE FROM THE STREET . ,•.�- - �� � . - • • , � may. , I I - 00 � . R,e.nEs r c Z mflit ._� -� I m rn 1 7 a sS o z YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates COST $30.00 for 4 years. A Business Certificate ONLY REGISTERS YOUR NAME in the Town (WHICH YOU MUST DO BY M.G.L. - it does not give you permission to operate). You must.first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1' FI., 367 Main St., Hyannis, MA 02601(Town Hall) and get the Business Certificate that is required by law. a � DATE: � tr ` Fill in please: }D APPLICANT'S YOUR NAME: ►'� h,le Y BUSINESS YOUR HOME ADDRESS: �vd � R�tliRory cJ TELEPHONE # Home Telephone Number: — NAME OF NEW BUSINESS L,,BK:. L.L-C d 6 PE O BUSINESS C�Li i-FtW e;j t-r IS THIS A HOME OCCUPATION? YES NO Have you been given approval from the building division? YES NO ADDRESS OF BUSINESS g A a, MAP/PARCEL NUMBER When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S OFF E This individual has been i of an rmit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 2. BOARD OF HEALTH This individual has been i med of the p m' requir is that pertain to this type of business. orized Signature** COMMENTS: , 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been info�',rmed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: ssessor's map and lot number .:��..� -�� :!4.-........ �`� � �'� - z 7 / pf TB E Sewage Permit number BARNSTABLE. i Housef ...........number ............................................................. 9�o M6 9 e�0 G MPY a` 'SOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO NS��/ / 1 .77...................................... .................................... TYPE OF CONSTRUCTION .: tl f'........ !........V ........r . ........... ...7........................... .................................................aI TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: 04/ W1J �`k?;'`/ 5' Al Location ...R,! ?( rr :... /K./1� �..... � � ..... �(.? 'v ...c..)� '/ `.. ../7 ,f, &/VZ .......... -Proposed Use ..;:. / (.f ..... ........... /rf/ .�! ..................................................................................................... ZoningDistrict ........................................................................Fire District ..±................................................................................ Name of Owner ` .:..... '.,. /..1J. !✓................Addresss. ,/ll, �t� ..c: .T.,.../fff,�ii1,vJ✓r :.... F - f Name of BuilderKfl1� j...l.. �!' �/�.T�/f i ......Address C�ZA.14�r ,. .. f `fir r /�- 4�l�l�� - . - '"a-7►� f � � - .Name of Architect ..........,.............'..../.�y.......;��.��. .�j.�..Address ..:....... .......�.....�-'.�.-..............n�.. ... �. r V Number of Rooms ..................................................................Foundation ..,. ......... P.......,... .,.........:,.... SEA Exierior ....................................................................................Roofing ... x.........,...................................................................... Floors ......................................................................................Interior .................................................................................... Heating Plumbing .......... .................. ............................ Fireplace ......................-:`:.....................................................Approximate Cost ....... .. .....................................�f %� Definitive Plan Approved by Planning Board --------------------------------19-------- . Area ..... . .............•.... Diagram of Lot and Building with Dimensions Fee /a2.l.Q.V SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ........... .... ........ ........ .... I � -,r Wyman, M M. A=309-260 21909 No ................. Permit for ....OAd..cacAor-t....... ` COmmercial to ' ----- j -- ' �� Location ~*~-^ .°~^ ' Owner .�L /xM. ' ----------- Permit Granted ' uov, of Inspection � --- -_,_ PERMIT REFUSED - --- .......... � m�—'� —AIM --�L.�^��~�—��...�----. ' T— °—'' v���'lr' \ ` '~^ . . ' - ��������,�'��,��,,'�,,��,���,'� ~ " . Approved ---------------- lV --------------~^—^'---~—^^--' ----------------------^'—~—' | � � ���� i TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 309 260 .GEOBASE ID 22561 ADDRESS 184 NORTH STREET PHONE HYANNIS ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 82341 DESCRIPTION EXCISTING 8 X 8 REFACE (BURGER KING) PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: PROPERTY OWNER Departmentof ARCHITECTS: Regulatory Services TOTAL FEES: $100.00 BOND $.00 CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE * sAMSTABLE, MM& 039. FD Mp'►l A BUILDING DIVISION BY DATE ISSUED 02/22/2005 EXPIRATION DATE i Town of Barnstable �QFZHE Tp�� Regulatory Services Thomas F.Geiler,Director '" KASS. Building Division 9 �� 0a t6;g. ♦0 Atfo 3�a Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 \ .Tax Collector Treasurer l ` Application for Sign Permit I��L�U (Ar— V n„ a'lp Applicant: �Sn �'1'1�..�1- No.Assessors Doing Business As: 1P4 Telephone No..'.i�C—9W—jZw A--{cam - 71 ,5%q 5fa�_ Sign Location ldfld-n nM Q Street/Road: I C� 11 Zoning District:_Old Kings Highway? Yes/ T-o Hyannis Historic District? Yesl to Proper wner p TOP ? 7 Name:)�� � �- QS Tele hone: ddress: j`0 134-'e e.41 a zia. Village: /Itw anh t f l V" Sign Contractor Name: Telephone: ` Address: Village: C�� Description v Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location and size of the new sign. This should be drawn on the reverse side of this application. . Is the sign to be electrified? Ye /No. (Note:If yes, a•wiring permit is required) .Q/ )rb Width of building face �J y' ft.x 10= x.10= I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the information is correct and that the use`and construction shall conform to the provisions of Section 4-3 of the Town of. Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent. Date: Size:C�ce('"1�,� "ace l�X�i 6y s�ermitFee: `�� O Sign Permit was approved: Disapproved: Signature of Building Official: Date:�a I .-- /S /O`G Q:IWPFILESISIGNSISIGNAPP.DO a- OP 100*L--%i . /V-Q . C'��tiD✓J^�A� A • T f � �'C�'n 8xs • .a� 0 V f r f l f i 1 {f fREEIFOOD WITH WHOPPER mom MIKE! A -f si5 i - a , L V _ f+ 2 a LffaAg Ms. Gloria Urenas h Zoning Enforcement Officer Town of Barnstable . 200 Main Street A7� Hyannis, MA 02601 RE: Burger King,North Street, and Hyannis, MA February 27, 2002 �1 Dear Gloria, I was sorry to hear of your loss and my prayers are with you. As per our conversation on Wednesday morning, February 27, 2002, Burger King on North Street in Hyannis will be changing the pole sign fascias because they can not be replaced due to age, damage, fading, etc. As I stated this morning within 3 to 4 years we will be coming to you with our plans to demolish and remodel the entire complex and at that time bring everything up to code. Thanking you in advance. Sincerely, Ma rice rice W man Y President BOSTON WYMAN INC. 110 BREED'S HILL ROAD#8•HYANNIS,MA 02601 •(508)778-5044•FAX:(508)790-2777 A Franchisee of Burger King Corporation The Town of Barnstable peatnu._ Department of Health, Safety and Environmental Services MWMAUX =MOM Building Division Gate 659. ��� 367 Main Street,Hyannis MA 02601 fee Application for Sign Permit Applicant: A � Assessor's no. l Doing Business As: L _L Telephone ,D� �q r( ��4 Sign Location street/road: Zoning District ' �MS Old King's Highway District? yes no�_ Property Owner Name: ? �L�� k D (p�(JL Telephone U Address:,�(,��� ��ti�S�- m6 aM Village I i I1,C n �t�1 Wn-44 Sign Contractor Name: Telephone( )1�c — 7 Address: ? Villagea) �•�i'�i \ Description Diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sigr. to be drawn on the reverse side of this application. Is the sign to be electrified? yes k no (Note: if yes, a wiring permit is required) I hereby certify that I am the owner or that I have the authority of the owner to make application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinances. AD Date Signature of O r Authorized Agent �?�rSl'1Jt�j S,Wv Size (sq. ft.) �eA dG � c�Y\A Permit Fee Sign Permit was approved: disapproved: /6 Date --7Signature of tuilding Official ,�/ i Comr�laint Number: 1744 TakeWbv: BUILDING S-ERNUCIi S Date: Man/parcel: _ Referred"to: BUILDING SUBJECT OF COMPLAINT a Business/Occupant Name: IBURGER KING -Number Street: INORTH S, Village: HS'ANNS COMPLAINT INFORMATION . a are _} ` Complainant's Name: =U. Address: Telephone Number Complaint Description..,- EXCESSIVE SIGNAGE fib. m 04 i � k .. is r .:. ... Actions Taken/Results':" CALLED MGR. ---WILL REMOVE r A;. - AF _ 4. — p . Date Closed. ; mot , Sign TOWN OF BARNSTABLE Permit * BARNSTABLE, 9 MASS �ArFO 9.�a` Permit Number: Application Ref: 200800982 20070137 Issue Date: 02/22/08 Applicant: ELIO, ANTHONY P TR Proposed Use: RESTUARANT & CLUB Permit Type: SIGN PERMIT Permit Fee $ 100.00 Location 184 NORTH STREET Map Parcel 309260 Town HYANNIS Zoning District OM Contractor PROPERTY OWNER Remarks REPLACE WIND DAMAGED SIGN 64 SQ BURGER KING SEE PHOTS ON FILE OF EXISTING SIGN BEFORE Owner: ELIO, ANTHONY P TR Address: 155 OYSTER WAY OSTERVILLE, MA 02655 C C Issued By: pt- �'C' POST THIS CARD SO THAT IS VISIBLE FROM THE STREET r i Town of Barnstable FTME T tio� Regulatory Services Thomas F.Geiler,DirectorCt '► ivsrnBLE, 0V anx 9 MASS. $ Building Division } Tom Perry,Building Commissioner cral - > E1 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us sR Office: 508-862-4038 Fax: 508- 90-62M Permit Application for Sign Permit Applicant: Map & Parcel # iV( e-, 77 Doing Business As: 1 `j Telephone N - l� �S 6 171 Sign Location Street/Road: 494 A)DPA c,,- 4tl 6L�� zi�' 30� Zoning District Old Kings Highway? Yes/ 16 Hyannis Historic District? Yes UN Property Owner ;! Name: e lwu.e, (�use s (` " ' Telephone: 3Y,CS�y 37, f 7 Address: FA - ,;W O W7,3 L1 i%iovj l2 , 5,3 t 6;7 0173-3 Sign Contractor �o�y;V'7' �le�1lS 4Z-;C)n Name: 1 5 S,4�eec-_1 13,�1w-ey- �lvcp., Telephone: <or - 1116co��a ,GtR- �71fc5 cJcLque. Mailing Address: S 41*Pl6k_ i n't' z' Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? es o (Note:Ifyes, a wiring permit is required) Width of building face ft.x 10= 600 x-io=. (oimo Sq.Ft. of proposed sign__,�7� Z7 I hereby certify that I am the owner or that I:have the authority of the owner to make this application,that the information is correct and that the use and construction shall conform to the provisions of§240-59 through§240-89 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: r ate: Permit Fee: Sign Permit was approved: Disapproved: Signature of Building Ofcial: Date: In order to process application without delays all sections must be completed. Q:1 WPFILESI SIGNSI SI GNAPP.DOC Rev.9112106 .,++ .P a ..ry, ', ..¢ t 4 � 1 ". . . / �� � , � '��� �(f�` _ µ:Y raa, p .Z. C r 7 I N 0 _ 0 1.9cf-4 044801 N N a f� �I t r� t r3 i I p�' � i (L r t a F� �� ryry 9 w; ._ 1� J � �, k� �,� �� ��:�� � -- �� ` :--�`� � ___ . � � C. UJ I f 122('N 0 4,1, 0 1 f-I t-4 t-I 1 4-0'!' G R 0 G Z Oc,,'3 5 10 13 � ► p Nf I 1 I� pt rC � p . N4, t= C M II i II y, E1 o ' �f r 4 Sul + 1 1 � 044;_; 01 1-4 N N_.1....36 r-*i ,_;,,S,`: 0 Y 1 r� '- � 1, � '•f � Ii" '� �< < t �.a•� �m -��^ .�. � �,� � � � � �� '� .+;� ,� �, �I� � +. 9 �t �.�6 -��.. 1 44 YI � ` .�t�'�� _ . y��, ,� _�, � �J� i � � ia.r�l M �_� - 1 I 4 l O ' C I i © t �((^^�� k �J � r � � ' ,� � '� Restaurant Services,Inc. Page 1 of 1 iC Back to Product Detail Prin# S' ROUND DOUBLE-FACE PYLON SIGN 8ft. Round double-face plyon sign. Silver cabinet with new image faces. Price:Factory Direct-$3,200.00 0� ff Price Valid Thru Date: Manufacturer's Details: Supplier Name:Cummings Signs Fax Number: 334-983-1379 Sales Contact:Alan Bryant E-mail Address:alan.bryant@cummingssigns.com SalesPhone: Web Site: TollFree Phone:800-239-2655 Service Contact: Service Phone: Product Details: Model Number: BK0215 Approval: UL Brand Name: Energy:Electric Warranty: 1 Year Parts and Labor. Voltage: 120V Qty. Per Unit: 1.0 Diameter: 8ft. Unit of Measure: Each Current:8.8 Amps Back to Product Detail. Pit http://www.rsiweb.com:8080/Comergent/en/LJS/direct/rsi?cmd=RSIProductDetailPrinterFr... 2/14/2008 II lb:Nr&41VI1lCN l=QNw%lmUP tW06S Dun\rJuti i IlC `HFP00"ojV. - ew 'j'.'•;s�J t]F 1_611,45 SIGN5.A-P? 7M7Wif'.4?4i IHF.WI7•ifCN vkl3 rtIELC�t•41 GCCi.l,531 'u`:IS�.tgll:l'.,L.^... 1p i f B io ��� i 8 © F,& 6, t0 8- 9' ' 91 8 DETAIL B SCALE.1 ;3 9 DETAIL C SCALE 1 t 5 A 10 C gR 1V <J . 11 r DETAILA 1. 7i 1 I I :EGAD:1 :'G ISCMETRIC VIEW COUINSSIGM FRONTFACk REMOVED, �? BURGER KING l yam, u ASSEMBLY • �q�Y�J�lY4:55b�lllC- II JCf-11-J'r - �ZC csv.,N � �.,,+a a� r n on Yl�r.rear c�F tlS.uv,;a,uEO r.:rer,'�:aGula9?5 THE SCREWF©RVIS SHOULD � � Vnr,'Ou � wnutcrl x BE ON THE INSIDE BRVr hD OF THE RAI;CY'r<AVco-s °'?i„" 1B K 117203 tD g uu. IIIE N{'e�r•Mgi1:XJ4 Mht�l Olnl f-II'RZA I 1 r 5PU""PRlipE:t1Y 1C" Y.-.::71M1r. lAlt' !t, CIF ca U .4 ICNi.:tun'fii XS IKII •.1 V 7n Q,>tiR1{'yN.WAirIOUI 7hIFY711{;;N PlRfvll=014 OF P„`Gl4N5 SIGNS IS»R,]}NEC1 YbY 1� Iryin[x.`rrni.tDf]1,1 ECI1 -':p'�tla?q;P fh ijl Y3. '2 i�21�` FQPMULA FOR CONVEX PULL: Ile IN 15"WITH A MINIMUM OF 2" v. . p q i Al 3„ .177 POLYCARBONATE i21GNT VIEW 'llzrj fT Of��VIEW CONVEX FACE PANPL COLLINSSIGNS COLORS. BURGER KING FACE DlitORATION «r F�..,�IS d Vy167 WI-IITE VINYL SECOND SURFACE ,� ",�,�' PRESENTATION ELECTRICAL NOTE-ACl'UAL.f OF II?CU11"S TO ICE V55E31 61C RED VINYL SECOND SiJI'2FACE ao.r 1'4-DEEP011;MLUMIrlNlt0CA81NSI fXCWPOP) 1, DETERMINED BY A LICENSED ELECTRICAL CON117ACTOR. VT5944 BI(YELLOW.'.'VlN'iI.SECOND SURFACE TOTAL AMPS-8,8 h # OF CKrS- 1 20 AM1D(RECOMMENDED", A VT9286 BLUE VINYL SECOND SURFACE vmxciu5 N.7 av 120 [I.p Ifl7 iJWI ALL SI6NAGE WILL BE U.L.LISTED AND NATURAL MATTE ALUMINUM FINISH art, A In a $Kl 17201 CARRY U,L LABELS. ©PF\INT TO MATCHMATTC ALUMINUM FINISH »;as-.�•� L�uti ,r.o{,u cAl"' �t Y.§aI�;IN Iw Date 1 112 0/2 0 0 7 Q New •.... V l- Store# 664 Opening Date E U jIN' ,mow Address 184 North St City Hyannis Successor State MA Damage 4255 Napier Field Road Franchisee Contact Maurice Wyman Rollout Dothan,AL 36303 Phone 508-778-5044 Phone(800)239-2655 ext.1196 Fax 508-790-2777 Prepared by Christerpher L.Jones Fax(516)213-8284 Date 11/20/2007 --,QTY each ProductValue -Instail each' Install Value BKo548o 19'channel letters on r/w with logo red $3,185.00 $0.00 $0.00 Subtotal $0.00 BKO261 19'channel letters on rhv with logo white $2,975.001 $0.00 $0.001 $0.00 BK05WB 19'channel letters self-contained w/too red $3,390.00 $0.00 $0.00 $0.00 BKo2o7 19'channel letters self-contained w/too white $3,445.00 $0.00 $0.001 $0.00 BKo208 30"logo on raceway $640.00 $0.00 $0.001 $0.00 BKO315 30"to o self-contained $590.00 $0.00 $0.001 $0.00 • • aj BK0200 13'Round wall mount I $630.00 $0.00 $0.001 $0.00 BKo201 4'Round wall mount $810.00 $0.00 $0.00 $0.00 BKo2o2 5'Round wall mount 1 $1,043.001 $0.001 1 $0.001 $0.00 BKo2o3 6'Round wall mount 1 $1.175.001 $0.001 1 on nni $0.00 Itern • • - . . BK15oo Tx 3'wall mount R/F $2ub.uul 0.00 1 0.00 $0.00 BK1501 4'x 4'wall mount R/F 1 $345.001 $0.00 1 0.00 $0.00 BK05149 5'x 5'wall mount R/F 1 $453.001 $0.00 $0.001 $0.00 BK0311 6'x 6'wall mount R/F I $563.00 $0.00 $0.00 $0.00 PYlons • Product BK1171 6'Round Pylon $3,895.001 $0.001 $0.001 BK1172 8'Round Pylon 1 M$5,81 $5,810.00 $0.00 $5,810.00 BK1173 10'Round on $0.00 $0.00 $0.00 BK1136 12'Round on $0.00 $0.00 $0.00 BK0218 16'Round on $0.00 $0.00 $0.00 Price each ; Product Value Instnil each Subtotal Install Value' BKo311 BBK 6'x C B on R/F set .00 $0.00 .00 0.00 8x8PCB on R/F set $2,035.00 $0.00 0.00 $0.00031 0 x 10'PCB on R/F set $3,580.00 $0.00 $0.00 $0.00 B91134 112'x 12'PCB on R/F set $4,330.00 $0.00 $0.00 $0.00 BKo25o 16'x 16'PANAFLEX on R/Fset $6,685.00 $0.00 $0.00 0.00 0.00$$ 00 0,001 $0.00 $0.001 $0.001 0.00 Page 1 of 2 Bill to: Boston Wyman Inc. Ship to: Poyant uth Sign Co. Attn:Susan or Jackie TAX ID#04-274-5078 508-889-9433 Date 11/20/2007 Directional Copy: Store# 664 BK0930 T-1"x T-l"SF reader board w/o header panel $1,022.00 $0.00 $ $0.00 BKos2s 4'-2"x 7'-1"SF reader board w/header panel $1,270.00 $0.00 $ $0.00 BKo932 4'-1"x 10'1"SF reader board w/o header panel $1,435.00 $0.00 $ $0.00 BKO931 5'-8"x 10'-1"SF reader board w/header panel $1,722.00 $0.00 $ $0.00 BK091,92,93 6"Blue letter set w/than a arm and storage kit - $457.00 $0.00 $ $0.00 BKo91,94,95 8"Blue letter set w/chancle arm and storage kit $497.00 $0.00 $ $0.00 BKO251 Double Face Directional $695.00 $0.00 $ $0.00 BKo10008 Double Face Directional replacement faces set $350.00 $0.00 $ $0.00 BKo252 Sin le Face Directional $695.00 $0.00 $ $0.00 BKO10004 Sin le Face Directional replacement faces $175.00 $0.00 $ $0.00 BK0238 Premium $2,296.00 $0,00 $ - $0.00 BKo4425 Clearance Panel w/ le and crossbar $975.00 $0.00 $ $0.00 BKo371 Re lacement panel on $145.00 $0.00 $ - $0.00 BKo268 Premium 8'�"Clearance $2,990.00 $0.00 $ $0.00 8Ko239 Premium 10'-6"Clearance $2,990.00 $0.00 $ $0.00 -• • BKo2a03 LTL' $0.00 $ $0.00 BKo2801 Single Truck 1 $3,390.00 $3,390.00 $ $3,390.00 BKo2sol ,Other 1 $0.001 1$ $0.00 Product Total $ 5,810.00 purchaser Signature Date Install Total $ - Permit Secural Fee In pricing does not Include permils,SED's,sales tax,or unforseen obstructions Estimated Freight $ 3,390.00 behind watts or overhead. Deposit of 50%of quote total is required with placement of order and customer will be billed for remaining balance to be paid prior to shipping of product Shipping costs are estimated and actual cost cannot Na Quote Total $ 9,200.00 computed until your product ships. Page 2 of 2 L191lob POYANT Sales Agreement S I G N S 125 Samuel Barnet Blvd. INCORPORATED New Bedford, MA 02745 F, Tel: 508-995-1777 Creative Visual Imagery Since 1938 Fax. 508-995-6114 DATE: 12/11/2007 PURCHASER: JOB LOCATION: Boston Wyman Burger King 110 Breeds Hill Road 184 North St Hyannis, MA 02601 Hyannis MA 02601 Contact: Maurice Wyman Cell: Telephone: 508-778-5044 x 12 Email: mbwyman(a)myburgerk6g.com Fax: 508-790-2777 Description of all Sections of Job: INSTALL CUSTOMER SUPPLIED CABINET ON EXISTING PYLON Provide labor and materials to remove and dispose of existing 8'x 8'cabinet. New customer supplied cabinet to be column mounted on existing poles. Existin reader board to remain as is on pylon. -COST:$2,880.00 Relamping to be charged as additional as needed. Poyant accepts no responsibility for increase wind load to pylon. .Proper power to and final hook-up by others. Down Payment: *Sales taxes and permitting will be additional. Terms of Payment: Upon completion *Assumes adequate access and normal job site conditions. 'Engineering not included. `Police Details not included. Per Agreed Quote: Sales Tax: TOTAL AMOUNT OF CONTRACT: ACCEPTANCE OF AGREEMENT: Poyant Signs,Inc.agrees to furnish products/services in accordance with the above specifications.Purchaser agrees to purchase and pay for all products/services.The terms and conditions of this Sales Agreement are set forth herein.BEFORE SIGNING THIS AGREEMENT,PLEASE READ ALL OF THE TERMS AND CONDITIONS SET F H HER IN,INCLU N THE REVERSE S E, H WILL BECOM BINDIN PON EXECUTION OF TH AGREEMENT.q PURCHASER: IndividuaVPartnership ration m �abil' CAmpany By: X By: Individually Date Date 0 By: X QLW P ol A x Tide: SELLER: i loyant Signs Inc. 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ANYrr.,o: t,., i,; :vFrt: NNCALVWHc+uI p.T",1PLRt-mtL:orr., C44f4C 3K515'9,:iHl?11rL7 .. ;.a:,r.�..r. ,,".is .. .•, .. I i I I 2 1/2" -="- FORMULA FORc C:�O;14VEX PU:.L: �� I"IN 'I WIP 1 A MINIMUM OF 2" .. ---177 R()L.Y�AR6CJPJATF ,,•;;:; ._....._._.�.�,_._..___..V.,_._..._._....�d._ FRON`It V;EW CONVEX 1=ACE PANEL �EC�IT VIEW J COLORS: .LIIrTS�I BURGER KING 7 .. - FACE" DEC.C3RAF!"N •r•?�,i,ailala .t ]I A Vt�'157 WHIT VINYL SECOND SU��rFAr�E ' PRESENTATION ION ,C'TRICAL No`(!-ACTUAL T()135, V15534 EK RED V'NYL SEC..10ND S►JRFAC'_'E r,,•, _., _LLI .A LL _ NN'_ .i __j r x n -•-• rEr2ti�11(�!( � f3Y AIIrEiVSr_f_)L'LEr'`Tl'dCALi:.'0Nrr ACl %x Jf i r TAL AMPS_ 8.5 VT5944 bK YELLOW VINYL.SECOND V,.JP'FACC: Y,i:v'::. w.... 77 )Fr p+.:;KTS- 1 2LJ AMI, I�.(, ,V:UM MENDED', ,VT92F O BLUE VINYL REx::vNC) surF FACE �nL t'I' l.3 120 NATURAL.MnOTTE ALUMINUM FINISH t.4 Lu�r�;•ai IGN�AGE' WILL BE U._. LISTED ANIL :. f•"RY tj.L LABELS PAINT zc;Mr'tT:I i MATTE AUJMINUM F INI,':r '.. ., BK 1 1 720 N IFk r :.4,^�1- l if: IFUflt.. Gu vk'.rt:1 114c,r`:E^(•;::f G' .�� � '��—� -- ry.a: II7J° V:IF'+f rl ^T ry4 J?+>,( T(a tNi-'sF:Nf3`_.I" _ .�._._ _ —,... ...._• .._�.��. IHF"%'I';'.^!�l lrk.I�A�.,•!v 1.'.it _.I�•.�'S1�:-7•�,-f'r1 F/$T L� F t�` r 4 DETAIL. B SCALE 1 ; 3 DETAIL C SCALE 1 .b 10 T yl 1 !1 1 y E7ETA1 A 1 SCALE 1 :6 ISCaMETRK VIEW ZSIGfiiS FR07141"FACE REMOVED BURGER KING �.._ h i 1 � ASa EM&'LY i 1Y Cult K 1 ?'f_ =f`Cif 11wIJr-NAf M C:.4al,%F7'.OLLFC=! I' rHE SC RE_U`v'Ol'<tvS SH01UL1r f3W ON HE INSIDE f - '.F THE RA:_ u ...__:L%v :l •il 1 e 1. 1.,1 Y� llY B K 1 17203 70'j 1 I 1 1 t c t 14, 1 , { s ysr Jam ' t 11v 01 Aj— I If r { tt i t � i Etri� rt n.•,.wta Gtl �!. F 6� \ j Z r.. • 6 i \ 4 ��., �' •. FC `'"/} l� ..\*'���"dL*'!J',�,. Y.f{ . ;Se"rYA , r ")30 { i 1 ---- ------- f L E G E N D NEW HOPE COMMUNITY o TMH EXISTING TELEPHONE MANHOLE BAPTIST CHURCH o SMH EXISTING SEWER .MANHOLE EXISTING BRAIN MANHOLE Na DMH 39 �"r r r� � a O 37 1 ' F Y. ® EXISTING CATCH BASIN >94 EXISTING HYDRANT 38 . o X ': we 0 EXISTING WATER GATE o WSO EXISTING WATER SHUTOFF X ,6� cns 381 EXISTING GAS GATE z o HH EXISTING HANDHOLE 37 7 2 259 NORTH ST. 0-, EXISTING UTILITY POLE Y 37 5 N77'20'17"E37 8 LM PARTNERSHIP � EXISTING LIGHT ON POLE ZE 6 EXISTING FENCE -- --- -- EXISTING 'TREE z 6' W00 FENCE P R I V E T 14 .89 H E D G E 2 372 - 38 . 2 Q - - - - Lv O v ,I- 364 — O ul ASSESSORS MAP 309 PARCEL 260 s' Pvc, RAIN GARDEN 36 76 3s . 6 vi - 38 6 4' TAIL °6'PVC PM '- DEED 'REFERENCE: BOOK 1465 PAGE 339 9 5 S_L0 — — _C — — — — — — — - N ED GRANITE URB (T - ICAL) PLAN REFERENCE: PLAN BOOK 232 PAGE 105 3s 38.14 37 — -- O N 3 _ 5' OPENING IN CURB TYPICAL - ..° . . • CONCRETE • 37 °16 ( BLOCK TBM 2 SEWER MANHOLE RIM ELEVATION 37.78 NGVD ucw I COt4CR-E'FE ,> SMH O o to o WALLS COMMON V ►� RECHARGE .AREA C - DRI E .. 44 (6 °t Q � o (5) CLEANOUTS I 7.2 C O N C R E T E AS SHOWN ON PLAN N 37 4aII 37 30 PLAN BOOK 274 PAGE 69 Z L� ° 37 3 . 8 7 9 O PAMELA 38 3 - - -- - - -- - - - 37°082 �, � P A D N S. LEA 1/I TT BITUMINOUS 37 . 74 14" E - 37 5 PAVEMENT 37 3s 3 _ O 1 3' GAT E -- 36 7 N 38 00 38 02 X i II 37®02 36 8 _ I Z ORDER CONFIRMATION UNIT 37.69 3 ME U BOARD Q o PREVIEW BOARD 3768 37 5637 910 37 52 SMH - L,3 a 7 8 - L w ° SMH CONC. BLOCK RETAINING WALL R-37.78 Q Nz s' cLF N77 50 25 E 1. D- M ' 0 38sM 22 38058 SIGN 3 ci CQ � _ X X X38 0 —X X Z W ELEC. HHEN 38 04 37 92 U o, SMH n 1 O T E 37 96 37 74 38 36 n GA 'TR. 38�32 X 4 '. 18.7 ELEC. M'TR. 37.90 37 40 I I x C °. 38.44 CONC. 38 4 LOT I I --------------- . Q -' •. RD • 37,86 86 d Ck 37®72 °' 19.0 RD C.O. 309 417f JI • X N MASONRY 38 . 04 a o BUILDING 3 82 Q I 10,I,T E p o 38 06 tom- 3 (4)I CLEANOUTSi LJ "7 ELEVEN" 3 s2 aka N 37�s0 3778 o MASONRY 1 BUILDING Z M 37 38 C I 'O. 1 STORY I r• 38 . 40 c� n I » U WOOD I I r-x CVS PHARMACY 38 80 BITUMINOUS I I a• BUILDING RAMP N Q 3 i 1 0 � yJ PAVEMENT , BITUMINOUS RECHARGE AREA B PAVE aa � I aI CONCRETE SLAB ° N PAVEMENT 37 ea ELEV. 38.50 � � 38 6 4? „ �; r I X � i 38 os BURGER KING"' 74.4 8' TR 37 . 32 co ° 0 - 38 12 n 3 CLEdNOUTS Q N I O '( a2 , - 38 06 N 5.3 N 28.8 -- 37.80 37 �T/� � Z x - Tf)I vl THE 8:44 37Eq00 I 81TUMI.NOUS O 4" PVC wx PAVEMENT SOUTHLAND RECHARGE OLP HYANNIS LLC i AREA A 37.70 00 C - N \ W I CORP. 7 62 37 146 NO. 184 CONCRETE 3$32 n 37 12 3' TERRACE ' 3a 12 � � o I T$M 1 HYDRANT SPINDLE; � -� � � o Ro 25.5 RD M 001 ELEVATION 40.14 NGVD +--.� L N N •'` �x 36 98 3 38 IN 28 37 82 38;42 VERTICAL �, ! = 7 22 N GRANITE I 37 92 ® `�° 38.42 CONCRETE 38 a4W LK38.42 CURB X 37 00 HYD SPIN. 37 "7 0o M w (TYPICAL 36 3 Z ELEC. HH I, 40.14 Z GRASS c7 8 3 I p li z 1 PVC o 38 p 3 2 �-- 38Q 3 G0 s LAMP BASE 140.25 ws0° GV Y LAMP BAASE 36» ELM 8 '01 37 76 3s�0- $77'19'11"W Sg. 36 6 ...J -J Z 37.58 .;._,6 CL TO Bassett Ln. —7 52 37 26 36 96 36 98 36 88 36 E862 i U) W y CONC. GRANITE CURB GRANITE .CURfi we ' ` •— --, . CURB TACTILE SURFACE s IN CONCRETE SMH HANDICAP RAMP 37 42 37 46 37 24 37 02 36 84 MH (TYPICAL) 36 60 O F— 36 0 68 BITUMINOUS l.L Z /1 U PAVEMENT { WQTQ Z GRAN. CURB TO High School Rd. :.1... 37 30 37 12 1 36 82 3 62 1 36®44 9 37 064 CONCRETE SIDEWALK 37 14 i DPW HH • �. .. i U) F-- !) `� L W V) GENERAL NOTES NORTH STREET w = O w 1) . THIS PLAN /S THE RESUL T OF AN ON THE GROUND FIELD SURt/EY AND PUBLIC AND.. PRIVATE PLANS. ® � .� • 2 UT/CITIES SHOWN ARE BASED UPON FIELD SURVEY AND TfiE .BUILDINGS ARE LOCATED IN FLOOD PLAIN ZONE C Li.� Z ' AS SHOWN ON .FLOOD INSURANCE RATE" MAP .COMMUNITY > Y RECORD PLANS AND ARE NOT NECESSARILY INDICA TI VE OF W E PANEL. NO. 250001 0005C. FLOOD PLAIN C IS NOT A UNDERGROUND CONDI TONS. SPECIAL FLOOD HAZARD AREA. I V) m (Yco 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND W c— DETERMIN/NG THE LOCATION, SIZE AND ELEVATION OF ALL W (' ' EXIS77NG UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS, PRIOR TO ANY CONSTRUCTION. THE. ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE PROPOSED' CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION BEFORE .PROCEEDING WITH THE WORK. : f 4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS I AND THE RESULTS OF A FIELD SURVEY AS OF THIS DATE. - NO CERTIFICATION IS INTENDED AS TO PROPERTY TITLE i OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED EA SEMEN IS. A:304 i 5) THE OWNER SHALL CONFIRM COMPLIANCE WITH ALL APPLICABLE F '� 5�'6 CODES AND REGULATIONS GOVERNING THE MATERIALS AND/OR METHODS OF INSTALLATION OF ANY IMPROVEMENTS DEPICTED ON 7N/S PLAN. { SHEET NO. 1 OF 1 ------ ------- j _ + i 1 .2 X 2 x w �SG�A r��,r T t Zoe /� 3 J#z)WIA,14 6V,EC IPP7O 43 PERMIT #22027 March 6, 1980 Burcon-Wymans A=309-260 184 North Street Hyannis Add'n to Burger King ADDED F-Y5ROv)/ L,--f--r Pov.,r s'o I f -1 � f t_-R'7iE /N'rj�:-W 4e 7Y NI: ,E,7K/,,S7-/4Yv ..-OVA 1 PWrS 7�0 4�r IAJCJ;,- 39� 1-1 Wt -�?C4 Al i vro F-oQcwn WE 44C W'I 4 —T-- IL L7 \k- RY 1.2, 17 �14 PA P/A I. �c_ROIAI T E Z- ,r V14 TI ON a)/ E Y nFNE!tAL N07I�3 ! Rt CD ' � � ��� /�� �-- �.....-�� ti.../ / �� •. ! SPBCIPICA'I'IUNS L, 1. Standard Burger King specifications shall be used in r-rijtmetion with these plans. V)V) Q Burger King Specifications for ' i{-50, BK-96, 13K-92 revised 11/21/91 shall � - O %� � - apply. r. 2. If any conflict of information between plans and specifications arises, the more � . stringent of instructions shall apply. z 3. Drawings and specifications are complimentary and supplementarv. Portions or _ the work which can best be illustrate;:! by the drawings may not be.included in the > specifications and portions best described by the Specifications may not be de- ¢ picted on the drawings. it is the intention of the Contract Document to include /;'` 77 7''z�- /�3,��� ` � •� TU /`'� C.�/` �/�:�7"Ll all labor, materials and services necessary for proper and complete construction `V - - of the project. �--- _ --- - - ---- �O T/ram _ 4. The sections of the Specifications are arranged for convenience and do not 1 A� � , ��it�� , ���-c�J, necessarily limit the extent of each tvDc of work. A Contractor may offer at any time a substitution of a specified or indicated Q � ? Item if he presents complete information concerning the substitution and �\J 111:6 / , benefits to the Burger King Corporation by reason of lower cost and/or improved ', - 1 performance over the specified or indicated item. The Contractor shall assume O full responsibility for changes to other portions of work (if any) If the substitution z ' Cc)� 7� is accepted. Ls o� u) - — - -- - — - -- -- oO G GEKERAL CONSTRUCTIONLJ 7 ® / `"� - ' �' No work shall commence until the building � � 1. g permit has been obtained. ® ' �-. j� l�Y, d •� '- e � �, �C.-- 2. All work shall be in accordance with the governing BuildingCode, codes and 1. / g oL �� , �- regulations of local authorities having jurisdiction. Contractor shall be re-777 _• It5 X4 1 © �� a � sponsible ffor the approval of all installed materials. Should a discrepancy occur between It specified material and a code requirement, the general contractor must notify the owner and Architect prior to commencement of0 F-Tri <L — ---- _ I , F;"L, 2Ci ® - -� the work. . ` t Contractor shall file all necessary drawings and specifications with the proper a �I authorities and pay for and obtain all permits, certificates of approval and ® � w9 i. _ / 3. other legal notices required for this work. �✓ •/ �; f- tF - - - ,� �`] �i �-'c�J ; / � fj`� �/` ,� �, 4. General contractor to verify all.dimersions and conditions in field prior to J ••� t' 0 1 commencement of work and to notify owner's representative of any discrepancies. -�-� �,. O -- S. Guarantee all workmanship.an<l materials shall be guaranteed for a period of one, 2 ' ® ,,/�J �? ,� /� a 7*KL/ 7f' / ��� � , /� ��� /far from the date final acceptance unless specified otherpwoinsible forore-er - riod of time on . ecific items. The contractor shall be resC6 �� / /� placing or repairing his own defective work, as well as pay all costs incidental G 7 ,�/�� � �,� ���,� � thereto, including damage to other work„ furnishings or equipment. 0- �. Drawings are not to bo xculod. All work ;+Dull be iiald gilt by dimsnMlanN. Any J� variation in dimension from the approved Architectural lams and/or structural and mechanical plans shall be called to the architect's attention immediately. All discrepancies shall be corrected before contractor proceeds with his or io i of the work. Contractor shall be responsible for his respective portion of the work and will be rcauircd to make All recuired corrections to comply with All (,� C� _ Drawing are the property of the architect and shadl not be copied or duplicated V �� � ® y�-•�Y i�I�y� /�`..�J .� �....]!�-�. /��� �/�`��._���L�;� in env manner. '('hey shrill be used with rctcrcnce to work antler construction f only. M13-use of the loan of these drawings shall obligate the violator.for full fee to the architect, as stipulated in the A. 1. A. schec;ute of fees. Variation _ 1 of this agreement shall be permitted only h•r °lac writler consent of the nrrhitect. ! � I' I 2, _O• FALL• Ot WAL-K .. -- -- - _ -- �--_ OR • ,. .• CURD. �. Safety during construction: Construction s1i(111 be performed in such manner as to protect workmen and general public from injury, And the adjoining property Q r:•N?!. ;., ,jt•,• from damage. STANDARD S1. All structural steel fabrication and cre(,tion to be in Accordance with the latest , ASTM specifications for A-36 steel, design stresses 22,000 D ' EXTERIOR 1 i� Z SYMBOLAP Pe g p. s. i.. Wdb RAMP. SEE OtTAZL - J PAVtM90 TON S'-• All connections to be 3/4" diameter bolts or greater ns required. 9z < '7 C� �� (Y/F.LLOV ` // O 4 PAZNT90 Rr>&FLtGTSVE) o � S3. All steel surfaces not in contact with concr0e to receive one shop conk of �. �T-6, O.C. approved paint. AT 45' ZN Tt)� �o/� �II��I�/ _ - - ---- � . 1 ' -6• D. -- P RONT OF >V S4. All welding to be performed by A licensee' welder and to riect the requirements RMP,Y9L.OW R E s E A V E D M of the A.►v.S.. � � -�!• 4� • • lt'6FL.ELTSVE) f QA �--J HANDICAP Its L ON SS. Special precautions to be taken during steel erection to insure stability until PAZNT9D tO ON ALL F1.OV ARROVS t0 10 RtY*.Ret ARROWS PAVS.M structure is completed. P ' SOLID YEI.L.OW ftf1,.1k4TZV% FOR OPPOSZTS t YtLLOW TRAFFIC PAJjht " 0%RECTZON O!R S' -O. 1 1 2' -O' 1 RWF"CTZVt) El. The entire electrical installation shall be installed in accordance with the latest W PaR DZMlltttil o� 46VV1W. lrt.ov. N. OR P9Redition of the state and natiet:-,i electrical code. n LOCAL COM iZ PA I NTED I C ARROWS HAND I CAP PARK I NG STALL E' All wiring shall be No. 12 T?" i4 \WC, copper minimum unless otherwise noted. QD LU 0 —0 E:'l. Contractor shill grinrantee all work fnr which rnatcriAls arc furnished, febl tested z ' or field erected, all fray'-)ry As q sembled euipment for which no specific manu- ul (! X facturer's guarantee is furnished, and nll work in connection with installing - manufacturer's gunrantced equipment. This personal guarantee shall exist for Y. ':; vALK AS sPECZFIED - / a period of one (1) ynAr from the date of final Acceptance of the work and shall O z ' n apply to defects in materiels and to defective workmanship of Inv kind. W z 7 }1, EDGE Of RA WIDTH VART S F.. 4d, GOt+C. EWE, TO DE Fl.US ' -O• MIN. TO P OPERTY L N - Q IA CC) .� W/ PARKING 4• TNZGIC PLAN VIEW C3;: _4 RODS Fa• The electrical contractor shall do all cutting required for the electrical V� X. LOT 9URFACE 6RUSHED FINISH _ t ' -O•MZN. 6• 1 ' -6' 7 J/4• GAY• installation under the su ervi�ion fo the general contractor. 1)o not endanger o- PAVLMeNT SURFACE (TYP. ) 6 X6 W1 .4XW1 .4 P k K "N -_.----_-•,_---__ ---------------------------------- AND SASE AS W.V.F. PROP. 3. the stability of the structure or any part thereof by cutting, burning, (jigging ------- BPEGZFIlrD LINE Or r,therwisc. 3• . - • &�`JAT ION A F©OTING S T�dN "®-6 " . 5 G S/N OZ A. y� -- EXTENGiO 6• 3/4 X2- 1 /Z' aOLTS LONG 1DAC�T . Llectrical'cont.ractor shall obtain and pay for ;►Il required permits and licenses. a` A M. 16tELOW TOP OF ' LZNt POST BOLTS • PAVM' T ,. t' p ' ( ' ` `VOOD FINISH ?��''' �t 6•A' S' rs• 5' -O• FAGt Oi GONG. r0 1 'R •:�- -- -#�� Z 1 1 t -6• >. 1 2' -6• t 1 2' -6'�� POSTS GRADE PAVEMENT •%•'i' • _ % � .. 6 XB f .ill plumbing shall be performed by A licenses plumber And shall conform to all -� ® CtaRI�Z{.M OR VALK -- -- 4• �D u rd ! --• = {w .:....,... ..•,... ... . - E ON code requirements. Mass: �� ;:> •.. � �.. �•. . . SEE NOTE .:.:' .. y I } •.�- C C C COMPACTED , C` C� C� C� C� C` C` ` C� C` C� C` C� C` P:. , 1ur.,�in vent sizes and locations Arc to be ctctcrminc(I by ti1C )lUlllbin ' contractor. r�;{ �TI1 oFMPS ttaTwl,.trat0 Ot�WY SF �• S S�• GRAVEL RAOUZ*100 6V &*CAL► COOZ. N ; C ; C ` I '6'�' �M �OTES: C .f • .f • .i plumbing ,. • � C C C yid: R>tF<R TO OST. S2. �- �- �- P3. All sleeie 07.ers are to be determined by the plumbing conlroc•ter. �F ire 1 . u>1iE ZN H!AVY TRA►'F 9. .i .f .f .i .i .i J sG ARtA .t s s s .s .s Q t '• NOTES RAw TD GONTAZN 1:;+ THZGICtNED LOGE VALK NOT t. STeEL PLATt 'CO .T • " - ,c ' .> r• 6•X60 V1 .4XV1 .4 V.V.F. ';. RM_QU%RtD WHERE VALK ABUTS _._ 1 ' -�• aAG* STPI�, _ P4. Stop valves shall be provided in all piping to kitchen and other equipment or I STRUCTURE. (PROVIDE A 1 , _ . r0 /XT19HOXH6 INTO W00fXM0. NON-EXTRUDING tXPANSZON l �M� �. ZF OUARO RAIL ZS TO Dt UStD \- 2-NO.4 qg$m fixture ahead of operate.-; level handles or faucets. RODS T1•tRu DESCRIPTION �•• •• • •• , • GOMPAGTtO JOINT AGAINST STRUCTURE. ) I AS A MMOZAM MPARATOR RASE AS SPECZFZED WHEELSTOP t PAVL'MtNT l ' TACTZI.E WARMZ140 AS Pt>R FILL d• t ZMSTALL STttl- PLATWS ON . PS. Cleanos is shall be provided at the base of all waste and soil stacks. ,. {•'i'i';.•%•: •' - HIM. 1 6 LONG. - - AMSZ 4.24. SECT I ON BOTH SIMS OF EACH POST. A P6. Water shall be provided to all fixtures In 1/2" copper lines minimum. Q PT RAMP —EXTERNAL_ ALT. WALK C BRUSi—iED CONC. ) 0UARU RA I L C STEEL PLATE ) PRECAST CONCRETE WHEEL—STOP >-. P7. Plumbing contractor to coordinate his work with that of all other contractors � before installation of his work in chases, ceiling spaces, and other areas where conflict may occur. �o JOB N A' DWG NO o N iE a'` t;tv � - -10 P� ��� �b /: �C!:5�it �6 I`�.1� h`I��.�- ¢ � -t or.�-i,�"��- fip CC��. c ►�,� i- lr l u Cn fit � _ '� N �1' _ .�-���.I �-o -�c I�t�►z I�- s s �1' �'1" � i u I -tr c-4 T__ r>vI� -4 __ i ► � .10, ► `Cu►� r =1c� --�"��' �I - - - - - - - - - �_ - - - - - - - - _ — - I I N41b it 1 . .� � �., , - 2T - -r - Vp_ to�rx� " - -, t `T✓ �� - � I-t�J �L �f , Imo,., fD �'� f�N � ►N ram. �' �� � I�h�� ~ �.� � � 'C{ €�' � ! , � I 1 � I I N- i.�N►��t-I -- —t �'�I Df�'!I`��I NCs� '�I�'�� � � � � ��� Per' P�N�" I c T I �) O �e I°'la�� II II 11�'` -�- - c-+ � �, - •� — —— ' W tW u %tl I�. 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W ecTH OF .r r: DESCRIPTION y,s JOB N O��•e7$ -6 . ,4 DWG NO. - A - 1 � ,"f'f �it�'-•C.� C:i, �'�' i ' I��• �� (TTi�•. �i -t'""�i,C/ �.+-�'".�'k.�, ttt 47- cu VTF P � t7 ME y. ' qo '►r�11, 1 '•i , • i ~ 1. .l -,i..�.' - .y f —/ �. � r�� " f .._. f ) � � -� �, �✓ �"�I 1-, L1,�A `-C",, :�_, --:-K•-- ; ` -� � i ,,. f ,� ; �. - � +'°'`,gam.. �u�`_ - _ .__ — • t� . / I . J ,• - ! r 1 � � _tz W.4 - `�' - - , _ � � � ;. . - `� ,�----•--— - -__- � /`�l� i �/� t'�J 'Fief.-i � �i 1 1 r�� '� wo Abo 1 17 L J1 ro c�Jis 4 ASA _ Ir ...r. _ _._ _- __.._. - -.iZd Z.,TmSi•.YL-:1lc_ .:_- A '----_ - ___- ..Z 1 do q . t / C cc) - ! f � a } _ - J 1 �: 1 'i ` 'r• /� Ivy 1\ Y r , 1 I r, I boo _ - w _ Uj it z w r"N -IUD ^j F�Sr--�A77 cr a UJ FT �. ' k •;Y. �� G .T....—_ `� / � � / IL+e..ir.�r..\ ..��./ �i�� / !Lr� � /�/� "`•r^" ���rl' / /��C'�� ?`/I" Y+^\! `r... +^+.��... Ir"' � / � �/L I' �..e 9 U1 .. ►'l�T� ` ) Harvard x 7�- �"�k'% <.-1/�`�/1� / � � !`'�' '► VC. C.���= Ma55. � ' ' /txki IZ f� -f j .J, aclsr�; `, /"ice/�/t;�{• y� = .. ;, C.` �0 IS joI IL ��' IXINCA-.& 2 �--- - -t:J �1r cI ti En Qk r. t^I/ . \ �i , / `.-r`+.• ..._...._ yj 1 i .• ,� . . _ ... .. � � t ..:._.., .: - _.. ._..._ ; �.iswwa. "n..wr..mww:..�'.wc..,a;w.w°.' .i r i 8 ' } r31 cri f \ '01 ' y ' r , 1 ^iY.vp,Sawi.:iliYvuK./iy J� It t ' V f�i r _ i a w. II - ' �} .r / L/ Fes't r / 4 /�c •! !t d t�. .�. � ^• �'T \ r ! v 97 ------------- ...�' z -� � , q I + i yq �L i k t ' di N. rT s i r t .iro. 7 , ' iAp f co IT T7 F o I { �H t i _.. _ _.. 1 0 ! � �✓� •.'�'_..+.,+Y•.--n,. r,_..Rr...r.—_.a..,_,-".«r•_-_+r._.-+•we-.-.+ti_-..wiYM+.....+__+wrw.:+. r I 'TX TI,-(j".- �i� .: . �j��-f'T '., !I-•�-�; y f j ' j(y a yy` v�✓fit �✓' , �'..� r /`�A -�`'' �+:3 �41 - ' .�7 .. w� 4..1�,., ••�"Y''K�. ..: L„'�i"7fi /`hr �o�' , :. "G� , Y` = I S - o "`� F es' ; :M• a t rt�� (��l �r�'� C/AcC ..1/ .S��A. 4f ;a ,�7p .7 �-/• / �- �.-( .//?r�`Y� �' ��� /l !`✓�7�► �/�// �-�'� `*.*r/\�r�/ No. 5379 _ /_ T' uj Mass. ,.-f h� ��_ j� .�� � �{.- � 1 I � ��`' �;,/ / l��, �� -.-!'/'� � /�-�-,�iy �,_�--'�� � �--•�N� •FC;�� L.,i f��..� U cn Harvard � o P r? � 15r,:.0 Inc.--- hit W � ...� �==��� : �'`� � ~ , �awa..-�- �•I �`, � ,.--, r..- i ,c, --, � -�- � > , /� ; .,•• � ���q� ���5� �G 'f" ►*�tTt.�. `/! ---' ,— �! 'sue - .�,. vviY ,...,� !�7" �? �..- ; .... / r� ��;0 liti V 7`6G>.—e__ �,/1 ; ► n�o I x- •Q T r + - - - .::v 1 T .- � W/ i� �%�� --r , AZFfj � ✓� `�.,.:�- -7'�=�v`Cp/ ;"�'" ; " f/i�•�L.l�'7"1 � �.�„ -- '� / ✓ 43 � ,�� � `#`' � �+ • �� �. r�-�.. //��/� �-/�i'�J` �/�j��,y�"/'� /� _� � �%f` ' j `Y� // / /J DESCRIPTION 1 71 _ �� u _ ✓ `= '"i', '2 x' r-t�N NA:-7' ,�/ h/ /�? `4.% !,6D Qe<_ s,7 —r/C - Imo'(//���}/ riL 44*T/ � - rt► '�-�. �- �t` - .,_ _ `T LN /o �� j N ,l �� � �� - G'�,�7w' ,//�y��//'�►'••^y f\}- //�"''-' 7 (//��,//�_�!/ *[/ ����/I}�,'_.,�I ti! �j y{ _ (/" .E� i !�r (/1_.T /f �J� `� �I �`-..'"�,' 1 �'' •/� 1 1 1 y �' / 7 V \/ +/►.._-_�".• { �:•f• ' _l �C , , �i+ar�._ . 1 t� - I� ' • — -h'1 " P - / rf N ,�RCC.,�'�' �' L,�,� c. /� x�', 7 R 'CLCL JV% �T �-{-�- '�-7u� hoc, �. �` �.�("��;�- �`c .�� �.,� ,�N--1''' p C..�. ' .J �..CN� ' JOB P4, =fit-- ! �::� I-4' --�n:.l ,/ L.. / _ v /� -� / � . , f �~C., f�/�7fi�l/'�` /� . �` //K'. � ��r?�,.,� �'G C V , �,.fj - - /o.,/A �-Z) ���'':� ` S` DWG NO O �-�� �t• ��,,.�' W/��j P�17�•-yam`:•, W,r ' (I �.-�„7 ► .� � �`..� ram...... t•.� ' � k..� 1�` '7'" �/ ``' .J . . -. 1-�' -:�.k �-�'�, i�• �Z �,,.1/C...�... /,N��!� _f_.`T ��;���...,��.�,es,-ft� ,�`;i /✓yam" � -. �/ ✓ r ' ! , 1 p:' ;/ ^�' � �-r *t�- - Cam. r-�� , // `� A7 L ` NOW 211 two, , f "WWw �• /' � +� ill/ / ... . ,/ • � ►M -=dll� 'tom • �-� �. _ � � � .J -•� � � � �'� �1'•' �' s � ��� ���� � �IIIIIIIIUI ililiil IIIIIIUIt./......:�1......::.1.... ._ 11:■::::. .,.,� .�t •1 :1�. '� `� t • 1101, • — �► — •r .. ff AUT20 OP:I' MA" - i1/ II• • I - re of NI Im IF J .• � `�' � • '� / `� � � ` l � it "� ~ •,� • r • � � •�� ,tom. �► -- �, i sir !• •,/. � ( i i I � i I� • �/i;l:t/1 . _ ,. ..� r .ice � � .�I 1 �` � /► . .► -. IIIU 11/11111/ 11f i111111fr1 1111111 _ _ _ _ _IUI ,� i- 1 iiii/iaiaaUiUIUU�� +�I. •r%� +r � � � / � / �' / �' lam,• ��/ � • � � I • .� + �.'+I� tom:./ a� � + ,� 'i � � a X/` �/► ' ' •� � 'i�� + , � � 'w �r it �' �/ ♦ � � s. •.._. � �s� � • � � � � i � ' � '•.� ♦ �"' �., Imo. �r �I I�� II�I�I � '• . r '1 � hl �� � m � - W Q t` uj � � � � ..r.� 'T, il,.l n�- O!`" ►tom' � - �I�-!r��,c � e— _ ` �r w fir" .f s - �1 I � — CD r. orwori cr 01 "T oil SAA cu 06 Ix I • N t C. �/��l' `mot 1 't-:''Ylw Wn i �I A . ! r y/f"-�(l.�t:�.� i 41 W!, 4 ♦ ._ �__ '�Vr' Ar✓' _, t `� / 1 "..V�'M'../y4"� ��k'�^�✓E '�.A Ir.o�r./ ./ r... V W• i I V K.r- 1 —' 1 V MES — _ O •"1� • per. - -_"_._ V ' _... ,.____._-_� - ° T{l�. �'►' �_. ...____ �*� �/ 1 I Ve V.tT1l! r • )► •Y .. f i' , r�� I `' I► IL i, I .Ni i / � 11' + z z �..• lam• i i�< N+1 �q�• �x� �D• �.-. L-�� --_. �.� N � �� eta _----------_ � - tT �'' ��c,� ��.� X Vet/• I rr/3� ! j ��� /1 /f+ �-` .'� x r ��yy--yy,,..1��,,'�•' f � t �� � '' • ward x ch f"+ `i� P,i�l;�L,�ti iL1 l t"f. ' /� -I' �-y �- 1, {,,, L ._ ✓j 7 / / Mass, u �J ZJ A CST 'Ci , 1 DESCRiPTION 10, owl �. �� -U! - �-� •I I"4 ' - - - - ,, Y JOB N DWG NO Tr Lij tow 1 e _ H Lli Cc cn 41 cr ( - .- -��' .�' �N Imo-}I f�.{ �C� `'/�,I "� •-�f'�"5 a z 70 / �;� � /��/� `3 -fix 7 -dx I� �L./i�j// ,�L1/�1`,�3s`�� �%�///'���•S ,/��- 7`��i�' . - R . / . � _==�-r-�-1'_ ��x ice{' - �1� Lij 4411 -To r4 C46 0 J C� c -rp l HIE,- C5)77PAE__: //�t)/ Z5/-c / /_ / // I �✓ ' cl -2 /i - ' c '6 Imo, i rFc Ir-t -c"/X mac/ /j E, � ZZ .\ rL >< AL .4� oz W W a cr_cco - // / / _ `/ ,/ , , -- C ►? .-wit- —�1-� ..- u.� z z i co�. >. Cc�� ��- /��.:.�, �/� �vt-��� �fi -�-�. �+a►� c�� -.� b C .;, .. - , t ,( �0_0 A Re- A ti5 f TH OF 4 a DESCRIPTION JOB NO - � DWG NO 1 dD m OU w 4 GENERAL NOTES o �i. EQUIPMENT ' I. COLUMN"A" EQUIPMENT TO BE FURNISHED BY GENERA C T A «L ON R CTOR. COLUMN IN F� FRAN- CHISEE. STORES -EQUIPMENT TO K FtRNSHED Z BY EQUIPMENT SUPPLIER AT FRANCHISEES o NOTES ELECTRICAL OPTION AND INSTALLED BY CONTRACTOR. w DESCRIPTION IN MAA > coul z � �-- u, � � � � � �i�, � � � M K, REMARKS NY STORES -EQUIPMENT TO � FUR- NISHED TO CONTRACTOR BY EQUIPMENT SUPPLIER cr �a���� '� .. � V/T N�G 2q9 I 20,o Mor���.: l�tlti► -v-`�Vt''1G •35 AND INSTALLED BY CONTRACTOR. COLUMN "C �15rw c ------------------ EQUIPMENT TO BE FURNISHED AND INSTALLED 2c.o i�torl.: .►Cr �y +-tG- t✓ BY EQUIP. SUPPLIER,GEN. CONTRACTOR TO COORDI- '� NATE WORK • �r•.,o --ice 1�VC ►1't� 2eg 3i4 7. 540 2I,© -IA`ft-4K 0+564 Bowl -r►r (I I&I 2.-ALL STUB-UPS ARE TO BE HIGHER THAN 5" } p N I I�/ � 2..5 t�lv���- 1�l:hllo� T.J''folg-r+� ABOVE � m FINISH FLOOR UNLESS NOTED OTHERWISE ''�� ►7 �P'rt�ifsLf!-� t� T ti1 C I� I i.o MOpt;l:- I"IUI�Tif'l� #II'F- C4H�+cp9r�'fI;M IN THE EQUIPMENT SCHEDULE. o Z PIT r :� IE7.O >`'f01� -1.% l'S�.IGG►�'' I IG-3 -- 3.-ELECTRICAL WIRES ARE TO BE EXTENDED 48" 0 125 o I -WIM.�n ►�C,l�t. t2t!S STD I1,1�15 PAST THE END OF THE EXPOSED CONDUIT. I1113 4- CONTRACTOR SHALL PROVIDE SOLID WD.BLOCKING k4a_ . 4010bn474AL. BETWEEN STUDS WHEREVER SHELF BRACKETS lHfW � +-it!,A,,-r �Mr CIE 115/ I .7� g Ylove.4, 1iQ'-,A& ARE REOUIRE.D. [ 4 +�'d l�l.hl`i,,Y�, . G-tLJT l< � I I I .7 2 G.o ` 5.- RUN SYRUP LINES FROM SODA FACTORY TO DRINK --1... 1 I I.ay �O DISPENSERS ABOVE CEILING 6. -RUN 114" 4 COMPRESSED AIR LWE ABLE TO WITH- ` ``,: '`+� r1 s"�*+n c+-n.a-t• - - 115/1 -?2 G.O STAND 5010 OF PRESSURE TO R M OVERHEAD FROM M►Gcr�w�y� o�i;.►�}S � 2� 1 2.t,�D f 3.5 _ SODA FACTORY TO TAYLOR 5454 SHAKE MACHINE. 12,v 7- RUN ELEC. WATER B GAS LINES THRU CHASE ~ FROM CEILING. co _ • _ � M�.xl- �1��,� (ems � I 3.� Imo,?5 '�r-+�t�Go'' �tcoo-�'t7 (�t�or-V.�..� � _ 2 I;-+r-�,z�p r 1--°�MI`5 �/I •50 -4.3 �.�c� M0o r� ir-W-2 q rr-a 8.-ALL DIMENSIONS ARE TO 8E VERIFIED BEFORE � J-r�..�-r 0t.,A j-K.&r 5/1 �,�j EQUIPMENT FABRICATION. • �.Y�. GgINGr�.�. t'�"f'� 12P 1 __ ?1>.O �" � ..�c.• Df•"'I'TG�t'•iAl,.. � , f- • ( t'tLNt�tY "'+'.,JyNY Grhib�N4CT 11511 b4 7.3 M�p�.1.. HG—�'i 3v (✓ J -� • !}- M I G.+�w�.�. wra-1• 1 2 -7 13, 115/1 /5 •35 9�`►S T't�:rAL-GO. .�...... I s/1 1, Sep 12, 5� .:,t! 04611-40.O` tom-- 1-17 < ~ x • h G"r'4MC r I?rJ 1 1 S.O 42 l r e.L,IU S 56T-i -4 PFLX4VL�TLC s ,G, �`.✓/ O SIX.- I N - . __ _ _ ?. t I. 5 --- J $G,-27 L!-7N I`►>�GT �� D 0: 2cz_oy �►'4 j8 eao,,� sw Tv caHr4 .c-r 046 It 'd •, I - 17 �t..At? ! 1 S/i • flt'M"1!'r12� 1 i 5✓� Iso�-r peGu 1-r I G.f�. W�Ae l rv:- (.�I I2 20.0 ^'IA N I Tor�Ci'i i I QO _ 1 I I �G 031 v25 0 lot • _ � r�s►-f_ .�'�15TLI2 �y/T� 2"� -_. _ s�� - ter �- rare -r"� Cor-�cam- - - G S �._.__ 51; 5t'1si'- - It2 "i5�1'•GOt-I P, 1 ------ ------ I* a-tt i�Pa -- ---- — _- 1 _ IT . 1 1 t o 0. z 0 x %- C S k"t• w r4AS I 11!1-7`1�rt 112.11 0 ui 11 MOtJ✓:1✓: �uNl`I-�- MCI G 1�-35 _ - _ � 112-11 n1 Harvard ai • � � �1��f'k'—IZ�CS�NGr1�. '�•' �"1'� ------ -- '�/'�'' 145 �.�C�j�. "��i ,':_ - Mass :,a' _ TtI�Y r' l`f�+'' I.1 'IG`•(- __ — ��/2'I "(Opsil.; +-tG-•930 . �F'(t 2-I1 • _ � sdG.,��.G-rr�,��r ram,, ____ __________------- __.�._.__ DESCRIPTION • _._. � �I t,-k�LIB• 5 D+�t7 �+4,/ b fy�.� 1 _.____1 ---- _.___�.._..__ __.______.____.._._._ 12 JOB N - _- - DWG NO. r F ._lr+ww•wrw,+.+M,uew..u: �,.-..,Fr.e:-..,,._-. -—.,.r,r_ _ _...wwww..w,r.m,..._,.�°�--� '� � � � � •we_ rr...u-.0 1 p. FIRE PROTFC11ON NOTES 5 � � � �✓'.�• .rrY" � t.r All expt,�f� �aifscz �tlt�ll t1e� ,.,r,_,�,ik, ����� .. a A1. 1/2 Arai 3/4 fittings - stlhl,l tap prat-erirrc r'. '.. IT . �. y ',Fteh tits =!� �hafi i,eceiv m separate fir t-' e,xlmgitt'•;Ymlg `-$ tStem � #" t ? tIrttj e?lti, shall Work' in11t- P(lenVv , f y M1%. . �«..'Sf.-'lY..�"< ��,Ay"ly,�F,�y�,•*•rw., �'°- ti"`;;`�+y„y s:-,. ,ram`( .-. -,_ crr the !ltir rtl[sl tA, Tii'C eXtt tiil+tliitt, iV4t+"?i;. t'.E t't {: � ,.. }'- > -�[..+°9.,,J�'`��`''� �:�y�„1'4++-..r ! t A i r, �✓s } �,I .'T ti .',lL+• :f '�i�'•G,�✓? C...a'"'�•""�:"y...._ f'""a-"1+�=., - �{ '' K-'�'Tt..i�t -��.•� � = r ,� i,iOUici l e�rr�rc�rtf c(,')ntractor try furnish malwa) vv,,�e l ce1f;4 twx P/N R131 i--T t De . roncs € A- 120 or +�4}uil i vaem. Ira `)e r'tsvilled 1 ► M ►4� cA4P* 1-4 4. ► - y t to titer-tri nl �ctirra tat*. _ f 1 '� «•-..;_ ___ it. .. ti." Tile in"';tfIUA#Ory kn rP,rtitlorl of �1� �Utomatic fire extin U3! t � ✓'� , - I syv,z !-n; hall t)e rheck`yd and c"),proved by the to=•al fire citportment C✓ �{ e 4 + I , ,+ rid its ,atll tit i. t . A and f i ('i";iij)rAi4;Tli. � i�"i$t<ri��F�tdt.} t.�" i•er h��`t? N ' + r�...`" 1 tri;tHlthtWn Shall t,ra OnC.,rdinatc.xi w/ ! o,,xi mfi•. to prevent s", tern':, , � � ,� �' %'�-• . . ir:ter.feareircrt wi'li caperkttiari wirJ tac.?ri'Or°rrrsrice •:sf ctgritttwors. �i` • _ r Liquid chemical r - r p '� ti�rni�nl r�oritr;�� ter. tt, t�birriiM!'t titi i rtsttiil pre--grim+ plasti' fdCed nnnic' witi; ? r ire fad;h iE'tt{kCifi ,P a't ,hall `."..r-..+ • '...sf -�� ,✓- ''.`t. aTt:`i" r}'� *A+23��, r7i'Y"rtTrl�t?<„t C�iT'� �`�'`(1t( �fr ' t't i V t'A�' 'Ar �t' broit-1 'itlt$ r' fr'w r}rot c 'C.`i. } , t', �"' _ p� '`v ,t4 L'!C. '' ♦ ° r� �/ 1 �!� G.'7 �j� /�_,� "�._...r'`';a..••-"ice^ ^•. , �•�....'±''':...,,,1';r/ ! ,...,+r"""' ': ,....r.• i" (4� ,.... �.�,...�...,�_.,..,..._...�.....r.»..... ...................��a,.,,..,..,..�.,.....:....•.5.,._,�,�,,,,r,.,�-,___ ,...� y, ram,.-~f.,,,;�i� w,;. ''^ ';�` ` � � �}j,5+�''�!"•"°�'.,, ,',�,"r�Xr',5�.,r' r/"54,,��.,r, �i C./ r'u.�",rg.F� _ oil j /'. vo "t ' Y ,-..,y5 Jf 4tr�..•'.•� �. /Aye ..� "• N /1,``•Y`�• � �• �� ' � j� i �. �� ����� r--- y� ���! A�� �+ '\,..n7 ... X.., - !r•r'L _._ �. 'r+�,.r!�'yr„k.,ri.... � - '. � G„{.. + ._- ����j( .ram'��V ,�;:,��';i� , • r ... �m d�s.,w•wi,•• F:r .. .�..,„_'•F-- „'^. ..-•i+�-, 9i"' �C..pF- ,�',---�•-w,,.;., �f �; .j, :, � �\,✓ C�7 14�c� 0,0 .. i ar` F .,p? .-+ '..,4 �� :.:•,� A�.��.'�� �k-'., -� �•" ? ` s." - .. � •iw a r �j'° x,'' '�i ��&t��_++ r � w��..� r ¢ 1-4 fi 1 , - _ I'"A �✓-.+0. SL✓' r „i+.:L»-i✓ ._`* '.Y 4.,., t..i 40 gym. t 41a .. + tW i ' , '� +��I 1�' r' •R � �.-...-".._.._. 5......»... ..r:.. ..._.__. ... ..... _.. -...+�:..... ..,..,.aM4'.!'_._ _. R-o.VM1k'�.,.�.F'. ���.✓ ��y alit. � , : ..•'�'..�•�,w'?t' 1 _'Y,.::. N,. ^r.,�[�FFw•M.�'.. �+'j pR+1•• �T7 � j , Ire .. - - +. , '�y✓/` ;i Stu b/• �,•/1,'�. yy�am,,,, ,,•� r j , M� ti LLJ fVass : a E DE xt � c O ✓ ` et r yyy ,.ur.-�.++.+w... a..wgw.. .._.._-.-......_-..--.:1�,._..� ,...-r...._.._....,_.,+.+,.._.,.,._,....,._...�_.,.._,....-....r,.....,,,,�......�.....�...r...-.._...._._ :...__..,«._ ._....,.._".....:.,_..._..,..--.........--.�,...« � �"t*y! 'r^/ i.!' __,...,n....................«..-...a_ .."..•..r.,.�.,,.,......q.,,...:.�.,..=.•-.o...w_.«.,�,.r,.+.-.._.--. .,.men•.-.�-:.,.,..:. - „el�w ��� t„rI^M__� t1-, i ., s a +J •,.� r n } �`r r YC, i' v%iG NO • y t , r �a as .. .. $a•.. ;. ... -. :- . ., -e_,. .. :.,. ,, .. ... _ ...y ... : a :- a M� !t �`sr. Y .. i'' N. . •P 4 :.,' ." S � i .' .. ,k �. .NN:. ..,.. ., ".,, I"F w- -! '�. -}' '. Y. a -"a } .y �4 ....., 2 ;r l t. "Y'..- . . -'.�-. ., i. _ .- , .. _> �.. ... :. .5,,- ��5601+t •'tFa {., �,,.` d f .. 3A• v. a kt :. - tL,.. , r- r i ONNERAL NOTES } • I SPSCMATW NS m SRz-1 - . 1• 394rA fd Swrrer King specifications shall be used in njunrt' with these plans. �V Q &A 1136g3pecifications for BK-5g1, RK-86, 11K-92 rc 11/21i13I shall o wly- �o 70i�; •� E�= � � 2. 1f any conflict of information between plans and specifications crises, the r c,—e stringent of instructions shall apply. O_ 3. Drawings and specifications are complimentary and supplementary. Portions of co the wort; which can best be illustrated by the drawings may not be included in the w specifications and portions best described by the Specifications may not be de- OC picted on the drawings. It Is the intention of the Contract Document to include 77''20 7'/4=— m4 3,�j7 , �C..� all labor, materials and services necessary for proper and complete construction of the project. .1. The sections of the `pecifications are arranged for convenience and do not necessarily limit the extent of each type of work. J ® p� �p� ����G �✓/�� "7`�� S. A Contractor may offer at any time a substitution of a specified or indicated m •---1 / �'`- item if he presents complete information concerning the substitution and o N z benefits to the burger King Corporation by reason of lower cost and/or improved it performance over the specified or indicated item. The Contractor shall assume Q ^ / OCE full responsibility for changes to other portions of work (if any) if the substitution z r�o 0 is accepted. .t� � � ,� o -•�� � �� /b���/,�� �7>�� � S7`/el�/ram-� L.. kf) 0 — -- -- -- — — --- — -- o0 0 GENERAL CONSTRUCTION 1. No work shall commence until the building permit has been obtained. y 2. All work shall be In accordance with the governing Building Code, codes and '�•.;� N regulations of local authorities having Jurisdiction. Contractor shall be re- r` JQe/�� a�p � sponsible ffor the approval of all installed materials. Should a discrepancy W occur between # specified material and a code requirement, the general I r � II p C Dx contractor must notify the owner and architect prior to commencement of <t /�-'� the work. 3. Contractor shall file all necessary drawings and specifications with the proper authorities and pay for and obtain all permits, certificates of approval and t j ----- — ® / � ` � �` _ - �d/ �'� -jt , other legal notices required for this work. 4. General contractor to verify all.dimensions and conditions in field prior to -J commencement of work and to notify owner's representative of any discrepancies. -- - Z S. Guarantee all workmanship and materials shall be gurrrnntced for a period of one x /� year from the date of final acceptance unless specified otherwise for a lon longer 7``'`f �-��� X� a /t7"/�� //� �-1/� ��N� period of time on Tecific items. The contractor shall be responsible for re- � '�( `'�\./ �le e_ 0'2 ��� / // /� placing or repairing his own defective work, as well as pay all costs incidental O o w � thereto, including dnmayta to other work, furnishings or oquipment. �. Drawingr+ arc not to ba Pculod. All work shoill bo lald out by dimenMlonN. Any -Ti �/� - �( / /� variation in dimension from the approved architectural plans and/or structural ' Q --� ® �-�- �J 7" •-�--�/ /l -�� ?`�.� /�J ►i-��L--.`.1���1ti and mechanical plans shall be called to the architect's Attention immediately. - - -T— All discrepancies shall be corrected before contractor proceeds with his ortionl- - of the work. Contractor shall be responsible for his respective portion of the `_ work and will be rcauired to make all renuired corrections to comply with all 7. DrawinV. are the property of the architect and shall not be copied or duplicated W 11"IlE,l-// / in any manner. They shrill be used with reference to work under construction 1t1 1 only, Nlis-use of the loan of these drawings shall obligate the violator.for fall0 � -� ���/'��, � �� /� 2'L�-,��/>/`��� �_��C �?��5,� fee to the architect, as stipulated in the A. I. A. schedule of fees. Variation TT of this agreement shall be permitted only h•i t1=e written consent of the architect. "?{PrACt Ov WALK TN -_-- OR CURS. Safety during construction: Construction shall be performed in such manner as - - _-._-- ._ l a ��i.• ,- to protect workmen and general public from injury, and the adjoining; property ..• � �t::Z°r•'�••.' from damage. NATIONAL. S1. All structural steel fabrication and erection to be in accordance with the latest STANDARD ASTTI specifications for A-:3ti steel, design stresses 22,000 . s. i.. D EXTERIOR �! Z SYM50L i; P \ e TAIL. SEE J PASNTENON T S±• All connections to be 3/4" diameter bolts or greater as r �' _ (YELLDw a aired. 0 CTIVE 4 4 PAINTLO S3• All steel surfaces not in contact with concrete to receive one shop coat of GEM z:fRIPING approved paint. 7°h"II"�/ _ ` r • O. • Alf i IN RON F T OFC•• � - --- 1 RAMP. S4. All welding to be performed by a licensed welder and to rivet the requirements 4 Y�=LLOw RESERVED of Inc r�.►r.s.. ZFl.9tfsvt J F 0 • _ it HANDICAP 1 2• L.aTfERS Si. Special precautions to be taken during steel erection to insure stability until PAINTt O ON structure is ALL FLOW ARROVS TO Rt�VER5t ARROWS PAVEMeNT. completed. SOLID YELLOW mr"CTZvi: FOR OPPOSITE C YELL-OL � TRAKFIG PAZNT AS FLRO GTZDN D+F L6r -O. l 1 2r _p. R1rFLECTIVE ) E1. The entire electrical installation shall be installed in accordance with the latest PaR .OtM�NstOK! MICA` 4 MI N. OR PtR edition of the state and national electrical code. lm- LOCAL. CODE r C'2. All wiring; shall be No. 12 TIiW AWG, copper minimum unless otherwise noted. 0" LU P'A I NT�t� F I C iARRC:?WS !-{AND I CF' ARK I NC' STF _ .-.Y p E t. Contractor shall grrinrantee all work for which materials are furnished, fabi icated Z or_field erected, all fav!ory assembled equipment for which no specific menu- z W = facturer's guarantee is furnished, and all work in connection with installing; 3: -WALK AS SPEGZFIBO manufacturer's guaranteed equipment. This personal guarantee shall exist for cc -= a period of one (1) vrar from the date of fiAnI acceptance of the work and shall O Z apply to defects in materials and to defective workmanship of piny kind. N,t� z Z GONG. EDGF_ OF RA WIDTH VARIES li---- � <Q hIR� TO ©E F _U5 PLAN �/ j EW '�'..-G' trtSN. TO PROPERTY L IE -,N�,4 ROOO F4. The electrical contractor shall do all cutting required for the electrical Q� r.. 'ty V/ PARKING 4• THICK tRUGHE0 FINISH • g.OT SiURFACE _ . O•MSN. 6' t ' -6' '7-3/4' w?r� installation under the tiu ervision fo the general contractor. Do not endanger-"' PAVEMENT SURFACE (TYP. ) 6 X6 WI .4XW1 .4 � P F ' ----_-_--.:-_i ----------------- AND BASE AS W.V.F. PROP_ 32 the stability of the structure or tiny part thereof by cutting, burning, digging FOOTING 3PEGSFSEO 1. ZNE _q or �therwisc. -------------------•---- -_L IFT tEt_EVA ' ION Al� T I ? "® B " �' EXT*t44*D b• r OR 'J/4•X2- 1 /28 5/b• OZA. L.DNG• i~'.r hsiG r r �'� �A' M� F � r dELOv TOP OF _ LINE POST dOl.t9 SOI-Tg g- G' AC i E:>. l lectrical•contractor shall obtain and a� for all required ermits and licenses. �c'\``�� ���� PAVM• T "''. _� :,' t-' ' VOQO FTNSSH '��� q p CF_ OF !r+ -6+ S' -C• FAG* ai CONC. rp 1 •R __� Q�Zj j i2�-6� - ---1�� `6• .A 12 -6' .j P05� CRAOE PA heECIT i•• +� p , '. ® 6UR►gly& OR VALK / • ;• ; •;•. y - �I 6' x3` SEE NOTE 4• .ill plumbing shall be performed by a licenses plumber and shall conforin to all h r. .•.!. ,:.•:'.••• ..-•... ,,,.•. :.. '�• !. --- C P. - •, ;:;; ..,..:. _ code requirement`. Mass. EL_EVAT I ON r�� SHT C t AAl�JRA . TO eiL c c 'c �- 5 P' v ; ; COMPACTL' --- c . c . c F MPS ACTH OF • _ XNgtip ptyt,Y ZF `- ' 1 G�RAvi✓t- OrJ : j,• j J ;�• ; ; ; •�. jam. S s.• j s+ a P'. r•lum)ing vent sizes and locations arc to be determined by the plumbing, contractor. .-• ,.•• ! 4 ...,•l..,n- RS@UZl�d 1►y �.NCAt. cOC4. r, . S . `� ,• ! �. ' • sty IV O TE S• - •»•• I ,.•r RtCFf R �"� Q!T. ail'. • C • c C C c C C C z C C C 1 US* IN HEAVY TRAFFIC AR*AS. `• ,S`- ,i`• `• .i`" `• S `• .S`- .3`• S`' .f`- .S`- .t`- PJ° Ail slce ie •izcs are to be determined by the plumbing contractor. •M i o •y , �•::.• NOTF,t now T® GONTASPt L;?• THSCKL_Na0 L'.PGE VAL.K NOT ire t. STttL_ PLATE TO 111: • " r• 0•X60 WI .4XW1 .4 W.W.F. ' RtOUIREO WHLRE VAi•-K AbUT9 __.. 1 ' -,• oAGt Sre-; _ , P4. Stop valv!s shall be provided in all piping to kitchen and other egisi,>�tint or EXTEMDZNit %MTV FOOTXMC. STRUCTURE. CPROVZOE A 31 -00 � fixture aheAd of operati.-g level handles or faucets. NON-PCXfRUDXNG tXPANSION 1 WN. J. IF GUARD RAIL. Is TO DE U3E0 2-NO. 4 RODS THRU DESCRIPTION `►• ..• GOMPACTtD JOINT AGAINST 9TRUCTURt. ) I AS A MEDIAN 9aePARATOR. ;. ;.»• . 6A5E AS SPECIFIED WHEELSTOP P,avEMENT pS• Cleanouls shall be provided at the base of all waste and sail stacks. •�• i.f .• . :.. TACTILE YARNING AS P!R FILL d SN!ltAhL, Alai! L PLATE5 Opt MIN. 1 B• LONG. TNss 4.2a. SECT' Z ON aOTH snots oi� taACH Posy.. ® � - P6. Water ahaU be provided to all fixtures In 1/2" copper llnex minimum. A Nt RiAMP --EXTERNAL. AI._T. WALK C BRU!31 JED CONC. ) 0UtARD RA I L. C STEEL PLF=4TE ) Ps�ECAST CONCRETE WHEEI._S`T `�' - P7. Plumbing contractor to coordinate his work with that of all other contractors before installation of his work in chases, ceiling spaces, and other areas when,, conflict may occur. JOB N , •e7ll� DWG NO. S . 1 1� I J L � a • .• � III •, •, .- �, .► Asa►' •� �# tIasiMEN r 1 �I XMMM V■■■■i■ i .. Grad e::aw■■■ as OPP. wool bu�:.tldo_ 01 .� ■■■■ - MONIES50111101110 1 �►/ 1 ! � .� /F1• � t', Iu , , , 1 / +'�' . •'� �; . ■■■■■■■ommommon■iliii � �a it �1• ■■■■■■■■ui�- 1► . i► ■■■■■■■■■■■■P!■■SEE nommossonsm ■■■■■■■■■■nommommom mmommummommom ■ .• ONSOMMMONESEN ■■■■■■■■■■■■■ A ; * ■■ C■■on 111 ■ r ' ' y - t + _ • ■■ I Erg :, / r► e ' - - "`'Gm ram- r ['+ -. ■ :" = r - ter• R III ✓ - _• , ,� AID NONNI NONNI 46 MM IF raft I I PRE � i1 - I s � 11 1 •. i ii tl ■■■■■■� .rim �. r. � •' - ... �) •;�- - .E' � r ���1��--ter ,/► � fir �: ` � .r► ►p r ,1 luo , W m . i _....,...._,.. _ _IV V. all rllpy - M 'r LU ■rrr "",.__( ., . . r.._ ,- - « (V• � � ----»-~fig.-..-...--.. . Nr� '� f f �fig � C� - � .< • • � _.. .. _ _ __. _ ""�``_ .� " ;;; 40,Not �..� Ay t w O� IT_ yccm `' + �••--fir E , q -- ,t,- - — -- in I „ ► �J . r Ile ; ( INJ ui 06 Am IJ AdX -1ZIL 1�61 ISOM en Aa � ._ f I •y.� � d 1 t 1 ii , , ti _ - r I I t f� 1 [r a r , i I • V I W I • ' f ..ter,. .. 3 ' ____.. __ ._ • .. ____ ---- — - ,/`fir•-/ ,��E'I, � , : I — — -- - — J , p t V I _ J , - r , i "... x_ ALAJ �. _ T i R � I P hl -k.- ��`,`�� o -�" •'���-�� ��..#�..•�"..�• � �=' ' '',:��: ". '• `.,, �'1�f��'`..� � I'-��",�' '� /�r�r�' P;�f t��T�'tom °�'�- ��'' �.•-��`�`�`�Y�...� �.y. ,� "�i''"�"" b-,���•+�l',�--�`��/'`r Q C�, / / }�/ _/ �/�+(�r �' _ --_ ,p �j/�• ` r ,a ° ��K✓1 1 � p✓�i I.I�^'` � l,__11..J r � �--�` � / / 7'/ '�-•tL'4�// �`�/'{ �../�/ `�•�//�, r*y°-„r't"Afi, \ C, 14 ' WQ x area - "(f "'G—�',�, 's' = ,- �,.��p.-� ++yam.-�' ""i.--.. �"� f"} ',.r51,1r•• �'iI� ,/'�'�r�Lrr " " ,. .. `'+�'�"F ..•r•� �C.. ''f'`` / 'G // �� -`e V� y f�'F.ri •-•' I �� �"..�S.C,,��` ../ � ��. �...� / L.; ` • /��„' � �.....• N �r'L..-/� ��- 't��-- �..J 7�� � �� �F9CTH OF K P�'�F 01 -7 �y`�'�::: /��v��i- .,..�,'�• Wit• �i,�,lLl��'i ° �=��/��N-�,����., ,C�e%,r'C �5� -:��'�`- ��`�-� �:�r�-c:�.!,_...� r'�.t� � f�7-�l� �,�C3 I•I�l->x DESCRIPTION � H k:=-f-4T• L-4 Gam" - �-�, �'t-i� � �t` ��c�r� "�-T�:fi,��.1 :, l..,a„'r- I H io C -i%v � h��v' �.=�5,1��,��,r��7' riv Net ' ; - 1� � ;;�' � � �0*1 -" /` "C,, 'y -y' C' hCt / C.�/, 3 p 1p / �<.> �' z-1� l ? " C� r r euasiiC'> /z- .r� ('� bry / '\ ) / '•^^T ` /^ 7�r G„--.4n•+.,-- ✓♦ f ;�/Jyr� /�\// �/�,�/ //�'-y�_'�,,/�'�'N' �' r �//�(/, /�."/'y y r� r. .r�• I1G,/• / }//, �//],��,w.p �I��� D��//�Yt_7 A'IYO. v.,+•� _ _ _ 67Ir/.�� � ..y7�� �/ r/ - �// i I ��•���''� * ( 7 ��""} �' / J it r ww�ft ��✓' i��y��� 1.....�, s /���� . j/rwr.(/ �" �/ /"' �/A i " V� i ' ''°" . i �� L.�G ..*•,�' 4 �+'*wn' � ...1 � / �� r�•/L /4 A. r l��J s. . 7 ♦ /--^�i„s i•...,�*....-'� .t / /V..+`r, !/ f 'I (2 r+ 1A- 3 J / r�� -• ��� cam-' �' �i`-,�, a ..- •',� / r • ,fir �, i '-•►1.� �• !� w �I ''/►�/ ' 'w / + �. iyk Kai IM ?ice! �� � + ':jam_ - 1` S / - .�. . I� � � /l �� � � i � �► . � r ,/ ,�1 f �' I �� � �j I � i � + ma M-im MAN LEV MA .OIIIIIO�1 ��IIIIIO� Jllunnnnuulunuu�.��rl�*ll n�uinnl..• _ � � � - ._ � � � � r AID � ► , �� �M �! r/ i► � .• � • � +� III r 'l � r i► y �a' ._,._. mj WA Mu • jm Elm I NEEM i i � sr ' i. �,,,�►.� ,r `. � !t'.�"r"' i f III • ' •�� '� lam• ����� ' - •. ----- + IIIIII IIIIIIOI IIIInUni•e anal- �1.1 � xi•- 1 iiiii.iiislaU.HNj � �� �' i ' �9 I a 't`�� � . IrI� - LCilr-u�i �; ' ` �/' �► • �► I -` ►� �� J+' ♦ •/► III► ! .�• �,�1� - �� !�' � err► � i� ..�. _ I% � - ..♦ �I . � r '� %ram I �" r /�► sir ���. � � � • �I�!p�f — — r ^ m W. Q , 0 t � ' (�1LAJ �4vrr r4 - t u.! �. r cop@ J f�•� Itj `rr"` r C { 1{ ,, ''+1 i 'V`i+� VV' 7� :.�f.�'C I ` e r v� —, �f l� (/I'7 ../�/t ' •f, .r1,/,./ _ .- -_ h to Lij _ e 2x.4 Wr.). 1_ t:�T, �.x WIC, 'jr�a+�'� � � .•�' �' � �, ewT 06 i 11 r✓��7 V, �I"1`^'`I•� � �l �`• 1 `J I • I z I ,� _ 'O GAG ' At- PW tok;v� -- k � ---- I -- { ' _ ���� r� �- � � �-�''�v � �Wry -� •.7' _, �� �''.� Cry __ -7- c � ;;� �,, � � - a � -�'-�� cs � � •�c��. ._-----" l ( { { t ch • ; ✓ Ri, I Y L ar 1�.. _ /per � r � { �•� .. �� ! ` �". v ♦ � r ` C.iV I L/ ,{�j r"7"t fiF/"., r r i _�' ! d ± ire.S� � � -� - �`�"`(.:�Tt!~FCC( �' I'tG • I d 0 LLI f I ` � ��TT.✓ � r J � � iT.i.-. Z ' A uj 4.1 !- T "'' +�• .� ; . ' ' - \ I �� � ✓/7 't V ('T�- o and ;1u r. i Ix N41/ p.� �ytr�'i���rf�Jl�C M�" �i t _ f� { v , !'t..7 �i�.___. - F Mass. { s Cw�"� 1 ' V. f✓ I �{/F�( ��r'T. 1 �'�--•.. - - ._ F7= cp DESCRIPTION � G�'� �'`1 �... Imo: (�"�"�•; �' _ - � 1 ! �,�-- ► ...�-, - �:�- �' �ram. = - - - - � {{ � - K'ft JOB N - 8*0-" � ---- �-r , Ll DWG NO. oil 11 - 5 } m H Q Gam.} III `2 o � 07 11� � `_,_._ �-- � ��; ;��--•�, III '�,��� �- ��- ^R-�-Ir�C Z '� 7 • ���,� ��..�� ''�c.�,��� r�//'�q"moo � ��^� � �'� �;-�-� \ � - � r/ 06b 9 ICULLZ) CX-/ 06 g (3 A-L11,el -To �-*-rc� 721�r) i ' LA "' oz cd -74 �C:)�, ; —��' c'� ! cam .. --� / �_ -I►-� - �6 � ,1.� �. � '` � � Ian • tp c� it .yC �\ '�" �r 1 ► � r-- l' �1� l.JHL:)I�JleeM, O, 7-0 X 0 . w � I � T 77 -- -- - , r' , .—C� I...� '1'-;►y�C .j `� �t �' "" �— 4 co All 0 t AI 5 rvar W� � �L"' t •." `mil�=�1"f •t`—''�� � '`�-►--a(5 .,.J Y Q'P gLTIM OF DESCRIPTION JOB NO. -� J-� DWG NO. 4, 1 �fdt GENERAL NOTES 1. COLUMN"A" EQUIPMENT TO BE FURNISHED BY EMENT IPSCHEDULE GENERAL CONTRACTOR. COLUMN"®": IN FRAN- CHISEE STORES - EQUIPMENT TO BE FURNSHED BY EQUIPMENT SUPPLIER ATFRANCHISEE'S v� �.: NOTES ELECTRICAL OPTION AND INSTALLED BY CONTRACTOR. W w DESCRIPTION REMARKS IN COMPANY STORES -EQUIPMENT TO BE FUR- NISHED TO CONTRACTOR BY EQUIPMENT SUPPLIER Irmo AND INSTALLED BY CONTRACTOR. COLUMN "C cor-F;a>r M -Gfc_ fl T N G 2c� I ►''tor,'O;L,-' EQUIPMENT TO BE FURNISHED AND INSTALLED +-k.'�`T' G,-icy. �t� ►�s�►c D/T N C I15/ ?1�.�' t''Io�L•� ` '''`� +�G- �' 3°` BY EQUIP.SUPPLIER,GEN. CONTRACTOR TO COORDi- ' NAT E WORK. • � 'Vv'--� MAY "►{1'i� . °5 '}r4 7 5Cv 2-1,o -Vk-r K 04-*4 GlJ'Y i��T (1 19 A,I , -- - - - 2.-ALL STUB-UPS ARE TO BE HIGHER THAN 'S" o --- - -- -..- -- -- - - L m u t g15P'L1�F5!!;•+�5 p N G l5/ ► 2.a rho© �.: 1r1Gor�- T��o - _ ABOVE FINISH FLOOR UNLESS NOTED OTHERWISE � IN THE EQUIPMENT SCHEDULE. � z MUL.Tt1"l� II'�- ��Ho,of. M O T- OTC O N C I+�,o CJ��•t.•: f uG�r�►� M►G 3 3.-ELECTRICAL WIRES ARE TO BE EXTENDED 48" z n s N f f°' 1C17 125 o i` Ko-Wlletrt� tNGt,u►�VS 6T, f ''` ('( i5 PAST THE END OF THE EXPOSED CONDUIT. Ott 3"' 1�f�'!� cif -q.00 I"�•3 �____._ _ 4.- CONTRACTOR SHALL PROVIDE SOLID WD.BLOCKING Got-}y��►"( r+-�" y�lG{-.�.. I �+y I �/s} i. :2 ,r� E- iG r°�T I� emu. OPr10t4AL. BETWEEN STUDS WHEREVER SHELF BRACKETS - ARE REOUIRE.D. r n 710 /0.3 .L� ✓IOf1.• G is -1G► (✓ J 72 G►,o 5.- RUN SYRUP LINES FROM SODA FACTORY TO DRINK DISPENSERS ABOVE CEILING I C Nci`� ro^l r- L-At 11 ' - { t 5/I 7l� �•3 GW,P. Dt�l:�-'���-3L• 6. -RUN 1/4 + COMPRESSED AIR t.I E ABLE TO WITH- •72 4*,0 STAND 50#OF PRESSURE rt0 AM OVERHEAD FROM SODA FACTORY TO TAYLOR 5454 SHAKE MACHINE. 7.- RUN ELEC. WATER 8GAS LINES THRU CHASE i M>�V- i{...�+z- �f.,p►�5 I 3.� IP,7 5 "1`}I!-`GCr'' �iG�O-a'�-6 Cs='�t�i�i..� _ FROM CEILING. , =f''' 2 ,I �c Her ;,,,►�� 1 5/1 .54:1 _4 MUL-?0-k_ 'li-w w 2- B.-ALL DIMENSIONS ARE TO BE VERIFIED BEFORE EQUIPMENT FABRICATION. niq W {-t�.NrtY tiO�NNY :.�• -r' I /I .b9 7.3 i Hr,-d13O _ 2CWI I U S -!!56T 1 Pe_.V :;�Tt-�Ts �_ v O J 0 >Aoovfl-1 $C,'tom 45"r+> GT AS wr1 'D a • _ 1_. qllli'Ic I r'f .. 1�! J8 �sL-►TO G©riLT A� 12,�.Q. 17 I1 >� � �I �-�n� �� � _ i ��/1 '/g {.�� �.o r-1c�r�F,.+..: lam•�I�+'� W �►�`f T�,12S I i►�/I I�I.AT1G17 Gi��I.L.I i T r � t�i ' � � {G�. �Ci!'�I�i (p�rz G:�%�sL.Mt•�� �3 20 "WNI vwGL. O - - _�._ _ hU t�l o---'�-1'S�r`'I (>��T�"°.__-- -- -- _ ._.._ --- _ __ �� rho� �•u�l r� +�t..�N) - 5+-t fi 1✓- cs,�rl se-r- sHetE: - a- Iiotot -ram 4:2:pHq- ___ G12 co O x � o LLJ M '/2'► t/�}'' MDt�E.t✓: CNN-o- Mom- ::- �-35 _.:_ `_ . - - _____ -__—_ � �1, MOIL-L: �'1,'S�`�Ar`f *'f�'-�.- 3�_..-• --., .. r y ►,�}� i''(O171�,L: �l-IGIC1'f�i't MIC-3 4•'�N A. 410 ' ' -- ---- - ---- l�,a,)CI 440 I I©� - --�*sco'l ®)GO- Grrb ,� a � T ,,..t�?`tl"'1''r ►""�`I1"t"� ��It"tC.T �/�'i t���; ,..�-'..►-30 o-IA'-+o 51r 44 tiJ C, Z,) 3 Goty'ir',o.,IQ-�i +T spl`++C N G + i 40 �oG.h r�•GTot�Y �,1 i DESCRIPTION C•3 IC.. I Gt�7lh ' � 4411 04- I ICh:. :..�C 1,v ib� 03102�G7.e. JOB N •�% ` 42 � �' ,„�,. wr-H DWG NO m Y ' 1 I R E P ROTI�C:TION NOTES S s �'•' � g ;�ti f��f�i�:'�1 �lt[?c:D `SY��#� t3� ?ti�ib��� �}#�lt�C[. `+' �l•s, ,"r`�tl1y�� iV�,�,�"�:p`"' � _ Ytr,R.�b *T/"L_.... ..� _ - 1 �•....JL"t ,� 2. All 1;2" »r:r ;;ifs Situ MiAll +mot Waterproof. 3 3. i ac 1! t!()CIt� :hall X�•c ive s> pr t•r�t`.: fire a titti �ti�;hicr 'Sv to=rA '� '�.. "' �� 1 ��� 1 ' + '� Mtn i I) system shell work ins ew.!►at enlly. .,, .r �d,c .�L� z5Ne- irk 4. For ttto number of fire Esxtirwclis#tir % sy:Oesnc� Sce ihp+Qt F?¢•i. .vim"'- :..;.r'tElp''".�;.�� c:l.-A..��• ,� 3 Li( Uid 11) : ,;. -al contractor to furnist> rin(tuul re.,;ct relay bMax ri I De # P,;N R43113A- 12(IV or equivalent. "lobe installed 1 }} �►.�-- �� (� /` '� 1d �. i +� bti e��lc� t. . -Icontractor. 04 '.. �,,,,,,�• I;; ThP instfttlati�°>1 etntl ope,�tttlear, of ttte �autet�et:ir fire �*xt;t7guist6r'�' Ci'i l- ! �� � ���� �� f i } systern -,hall be cherked and tstaproved by the 104•al fire rlepartmetlt �C./ �' ''�"�..��..� � i� fit i�►1 _.._.._�. � a ° * _ t 4 � #tatovirl� jurisdiction. � __�._______ _— - f d !( 'w7' • * ,'. All equipment and its be us per NFPAt 96 and Idea# <%odes4 Installation hall t)t. rtxtrtllna_ecl w/ Ijpc)ci mfr. to prevent qk.vstett't'S _ �_______ `- i�'?�. r-�•-, - irtter.ferenre- avitn ca}aer€lt.iren anrl j3c•: formant:e- of ventilators. w. 1 I 1 Palo 5h tmo instail pe--priniec s. i� _ niG�i 'ontr etot t > 'trnt ...+�► +. }altaSt! ,ai tad tte nae lrlate.5 wftlr l t."" high lotteries. Plateq shalt __ __ __�, _ �.�./✓ �._�( .J'"r- ,., . �✓ _�=�• �` ( c �� 2 _ k #)0 -Ptcitiv. ive applied to wol:l, mottnterd i�ir+eotty below rernote� � '; .. .. y �� r -•, c=• � ��� �, M ., '` ' �, � I-mll!• and � c'�G't# :3`+'miler' ;l id l'r��°r� :car their rE*ip,!t'tive iI w�" r•,t� � ... `� ""� T XG IX 9'�CG`J --..� �•�,` -.'�1..--t....r• operation r y �„ �..�..�' . �• � ✓"",•,.' � .ram*/p""'•'a�. ���' �/. .� • . / 7 /�.�+..r /` i 4.�•- / / /Nl�.r�� � . ..� .' '.. a "y^ ham +. �...' "`'sr _��_..�' ,.v+K+�Y -'V'� ,.h�~ 6��� ' r.�.�� _, .. .:^... i::. . . _t F „"'.`�` •.``+f.'' �,•.� `w�.,,.�,�,,— _ �,,/�r~.... �• y "_„ate,.� V �. }r. - ».-.•._--. .,«.......�_«,....s.;.»,.__.,,,._.....,,...,..._._.,..-,_•w.l-....-".......-,-.�r-.w'e:.,:..»+, '� �.�-=?'`�'''"�i='�..+. "�1`1 ^"�. "�i� t�%a..�G- i�t'`+�"°.-» r'� '�v G1 Co IC Ir -43 a i +v`.+�2.—A,—A, �-'L, '~i•,+Vn,4 r' - �.*ir ' 'i ° r - Nk Oa. W uj W z z � MG i Q r = �. •__; _ _ �-:t�,C..e�-�°.-•e�;.> �.,�;t,.''�"`� �..�,-tie- .�..e-~r A;; . tl�rvard � - Mass. >h OF DE SCRIPTiON tar __.�.....:.,.. ._..,.... . .... ...a._ _... i._._ .. . .....° .... .. -..».- .».o.-. ►........ a�_ ._ ___ - ,._... �� 1 G NO L. 'G -•, '"'ate` t'� G..'` t sa 1 . I a' "t':r' 1;, �' t -lt r"; _�".r1ce++,;)•.t}-� ''" y.t�. t.tir�:" # 4i,`_' � .' �,;a � ! �X. +'`� ,.YA � � '! „n' `F`S•a,, E.r � �p� '-,:r'4 5.�•.. 1 �n�,,.a. ,AX^. 7'x +' s � - .. 'r v 74 f .,e - b HYANNIS , MASS . NORTH STREET 7-� �-�4 Job Number A - 812 39 4 ✓f \ # I ` Z 1, W i J J n f, cr)W Uj SCALES I" = 20' - 0" 46�9�to bidg line ( N / l 12'x 18'Conc.apron 6"thic 3 -J, , N94s at16"o.c.ea. wa . W mI �� �7� °'.07. -471 DATE AUG 7 1969 y` i �' 143.89 , I; ,- - - - - -- - - - - ' i = _ �-: -' I - I I�, REVISED: CHANGE SEWER NOTE TO CONTRACTOR. OHM-8/14/69. REVISED FIN. FLOOR ELEV. - 8/22/69-OHM. M10-28-69.RoR-Dimensions corrected per new survey data. 12'x 12'WASTE -- 8.5 I 1 CONTAINER 01.1 J' Q W I• DETAIL SH2O - I 1 °' ; ? a��r" PARKING SPACES FOR 58 CARS 39.5 i/ o Conc urb detail sh20 ° N I OOj I 2 Flood light pole r� ✓ - 3yid' -- - detail Ifsh20(2req'd) -_ :�7'� PARKING NOTE: C 37.5 0 PARKING FOR CARS IN 10' X 20' SPACES WITH STANDARD / I 1 3 �7 i Y TRAFFIC STRIPING AND ARROWS AS SHOW'-,I USE 6' - 8" 0.H. ELEC. SER. I \ a METAL BUMPERS ( YELLOW COLOR FACE) AS DETAILED ON I SHEET NO. 20 WHERE SHOWN. �� 1 4 PAVING NOTE: j I 38.5 Roof line 38.2 L - 3`,-- - - ENTIRE LOT TO BE PAVED EXCEPT WHERE NOTED OTHERWISE �/ j �� a �y j� "• ' ( ' O SLOPE LOT FOR PROPER DRAINAGE AND PROVIDE CURB CUTS 7..Z I HE CONTRACTOR SHALL BE REQUIRED IN ACCORDANCE WITH THE LOCAL AUTHORITY ALL WORK IN a EX i-E?iD AND CONNEC i THE SEWER R/W SHALL BE DONE IN ACCORDANCE WITH LOCAL AUTHORITY. 0 24'-3" S. 30 4. I w II I CIF✓ , 377 E TO THE EXISTING SEWER SYSTEM. # _ _ -- :.S .FOR-TH IS SYSTEM SHALL BE w C $ UPPL I ED B`( THE OWNERS. ALL FAC- le I I / ,SIN, >~ p EEE Sewer tomainas I LIT IES AND CONSTRUCT ION SHALL BE DRAWING PREPARED BY: ROR I r I req�tl(q"min) I 7- - - - 116� - a � 1 7 ��, IN STRICT ACCORDANCE WITH APPLICABLE ODE AND HEALTH AUTHORITY REPO I REMEN INFORMATION TAKEN FROM: Gas to main as I , 38 I re 'd(2"min O�i TOPO-SURVEY BY BARNSTABLE SURVEY CONSULTS,INC. W.YARMOUTH, MASS. / q ) 37 es f I Water to main i DATED* JULY 24, 1969.- -�- EXIST. CONTOUR al / J 1 39 Ci j s7.c I 5'BLDG. SETBAC 0' 23'-I" �t BI4",Ifni 23-1 nts 20' O -� 10'SEWAGE SETBACK LINE I PROP ELEVATION � � UTILITIES. / , / ' ----10'SEWAGE SETBACK INE 38.5 38.8 ,,. 38.8 s.� �38.5 5'BLDG. SETBACK LINE � WATER SERVICE AVAILABLE 4 I STORM SEWER AS SHOWN EXIST. BLDG '9 jla t A. J SANITARY `;FWER UNAVAILABLE (See plot plan note) ELECTRICAL POWER AVAILABLE J 3 TIPS I o s r }-. o W GAS SERVICE DO 81 Conc.Walk - LANDSCAPING I „ ' (broomfin) Q - GENERAL CONSTRUCTION NOTES: 3a.y � ,e.a tea., �7 > 1 LOCATE SIGN IN ACCORDANCE WITH LOCAL AUTHORITY „ ,/ �; a � - �7 ; -' 2 SEF SHEET NO 2 FOR LANDSCAPING DETAILS �02 pts 20 8 20 Varies -® a./•7 E. �; an )�•.� F����E 3 WHERE APPLICABLE - PROVIDE SPRINKLER SYSTEM TO r a• �Ea� . h �- I LANDSCAPED AREAS t r 7.j 7 CDC �ry r CB ( 4 PROVIDE COMPLETE AND OPERATING SERVICE CONNECTIONS �a a I ti 8"Cup. , ( / � / � -7 FOP ALL UTILITY REQUIREMENTS <� I ��►► I 375 o E Toes u/oaoevtiE 5 WHERE APPLICABLE - DEMOLISH AND FILL ALL EXISTING 37.5 i/ sg 7- STRUCTURES AND OBSTRUCTIONS ( ABOVE AND BELOW GROUND, ' OR AS REQUIRED PRIOR TO ANY NEW CONSTRUCTION ACTIVITY a\ I r3' TYP. / �iiz3T �Loo2 EGE✓ 3y S� 5 PROVIDE TWO ADDITIONAL CURB BUMPERS TO 6E LOCATED }; .••av S TONE 1 �e•7 S` `�`� 38. 388' -" �-SiQn Co BY O NNER Conc. curb 3Flood light pole CONSTRUCT ALL DRAINAGE FACILITIES IN ACCORDANCE ITH '3 8.3 Conc curb , _ 20 detail II sh 20 -_� _detail sh2f� - ( r q ) - LREQUIREMENTS R � � ( •• •. , .• r I ;a s COD ' I ., AL E LO I 13 v 3 OP 38.5 \ rez" �a3-�-- - --{y. 38A 238 �: _ i / � Y L, •aMN ..r $ i"-• >,r-r�/E- .,..a,i =s ✓� ^'-'e -r .1`t0.2• 7• ' ' '0�+s ;.e Curb R y 0 iGINATEC BY APPROVED BY r 3-7 9 37•B 3 r 37- J7•- U7 �7 Y J s7 z 3 J gdify.exist.C.B. Y as fe0d --`- - � / �. 6 Water main _ ___. _ - __.___- __- _ _._.. - _ - ___. ___ _ - 4 Below ut p m't 2T-6"Ms 2 4' 3 28 nts r v 39 c, it PROP. CURB CUT W PROP. CURB X' ,-�/v✓�e/Ec E✓ at.�4�31 .� .� MEEr No _Tow. ",H✓�/ , / v O c�- �G � - - -Storm _ewer PLOT PLAN N ,t � / / / �Q/T✓/.if/N✓�5 CO.v c.�`>>=J,SIJ,✓rl,q.-� - ,-_./.. , � �TK/O G✓f!f 7V� err �in C'-��ELE✓'3.1.J'J 7, -/V✓E2T ELE✓ = 33.0 COMM NO / -� _ _ , _ _ _ -2' Gas main 67-11 BURGER KING CORPORATION - -- - r U7 � j7ic 31 i e71 �' .�- •.� �e� � o a►.[ �+or orrir•[s AT - . . -. - _ _ _ _ __ ____ _- __ _ _ _ n_ lines 7100 NORTH KENDALL DRIVE O �Ci --- C' � ��✓�6 MIAM1, FLORIDA 33136 GyTGH N3H3/.V `- -- -- -- SCOTT B. ARNOLD A.I.A. ARCHITECT ASSOC. _, 7550 RED ROAD, SOUTH MIAM I, FLORIDA HYANNIS , MASS . NORTH STREET I Number A 812 Z �' Z i `\ J / �„ Y 7 TI n po SCALEi 12'x 18'Conc.apron 6"thick ; _j / g ' DATE AUG 7, 1969 N94's at 16"o.c.ea.way co/ 1 �7 1 �7 :J7. -1 J o 143.45 - - - - - - I, REVISED: CHANGE SEWER NOTE TO CONTRACTOR. OHM-8/14/69. REVISED FIN. FLOOR ELEV. - 8/22/69-OHM. + IW ? 12'x12'WASTE •. t p I CONTAINER d __ �� 8.5 �� �� �� �� 's�' '• , t DETAIL SH 20 ,yI'• VIL17 I W 1. • ', 1 c� act.c �,�.� __ i _ cant urb p , ? _ PARKING SPACES FOR 58 CARS - N I OOj detail sh20 2 Flood light pole �..c4. detail II sh 20(2 req'd) PARKING NOTE: 3/ C 37..5 0� 3 PARKING FOR CARS IN 10' X 20' SPACES W!T#4 STANDARD 7@r 'rI 1 I ► s-t 1 '3 'V J7.i TRAFFIC STRIPING AND ARROWS AS SHOWOf USE 6' - 8" J./ / / 1 jq.7 O.H. ELEC. SER. 1 a METAL BUMPERS ( YELLOW COLOR FACE) AS DETAILED ON .3 SHEET NO. 20 WHERE SHOWN. 38.5 / Roof line 38.2 L- - - - -- - -- - _ _ _ PAVING NOTE: ' I J7 .d 3�.y ENTIRE LOT TO BE PAVED EXCEPT WHERE NOTED OTHERWISE i I V, T - ( ) SLOPE LOT FOR PROPER DRAINAGE AND PROVIDE CURB CUTS I� s. I 17.a. HE CONTRACTOR SHALL BE REQUIRED IN ACCORDANCE WITH THE LOCAL AUTHORITY ALL WORK IN I Er;T EiZ AND CONNECT THE SEWER R/W SHALL BE DONE IN ACCORDANCE WITH LOCAL AUTHORITY. 20'1 24'± 1 � ' �� 1 / - t' !-iE TO THE EXISTING SEWER SYSTEM, '�>s 8 .: i - - I 24 w 120' r�E✓ = 377 'S �&-TH IS S'rSTEM SHALL BE ` 1 IPPLIED B THE OWNERS . ALL FAC- 39� Sewe to main as , I L IT lE5 AND CONSTRUCTION SHALL BE DRAWING PREPARED BY: ROR req d(4"min) ) J7 .� a i 1 `�.,, ' 1" STRICT ACCORDANCE WITH APPLICABLE ODE A"1D HEALTH AUTHORITY REOU IREMEt INFORMATION TAKEN FROM: 1 3 b Gas to main as 38 / ) 37 req'd(2 min) - O I O TOPO SURVEY BY BARNSTABLE SURVEY CONSULTS,INC. W.YARMOUTH, MASS. 3 38�0 / - t I"Water to moin -� EXIST. CONTOUR al 1 _� ae.� 1 ) N DATED JULY24, 1969.- PROP ELEVATION 5'BLDG. SETBACK LINE i �� S t, 1 ,-Y 391 Et 1 �1 I cn I 10'SEWAGE SETBACK LINE o I -47 UTILITIES: 10'SEWAGE SETBACK LINE 38.5 38.8 38.8 .37 V38.5 5'BLDG. SETBACK LINE � WATER SERVICE AVAILABLE ^ STORM SEWER AS SHOWN EXIST. BLDG 3e� 1 A I a I\ SANITARY SFWER UNAVAILABLE (Sea plot plan note) / / 7 3'TYP ELECTRICAL POWER AVAILABLE _ - 1 o �e / ..i- °° o I C, GAS SERVICE DO LANDSCAPING 1 ► „/`" . (brroomfin). - Q GENERAL CONSTRUCTION NOTES: f1 LOCATE SIGN IN ACCORDANCE WITH LOCAL AUTHORITY Iko i � � � � / i � ��- 120;, . 8 � 20 27'_ 8" r� � �Rerrp re �'` - 38 SEE SHEET NO 2 FOR LANDSCAPING DETAILS mac, 1 / QAME i s , 3 WHERE APPLICABLE - PROVIDE SPRINKLER SYSTEM TO V i- 1 ;1y �r ► { , 3� g j7 , �� LANDSCAPED AREAS l ? 7 i 7 4 PROVIDE COMPLETE AND OPERATING SERVICE CONNECTIONS CB 7 �ry t 8"C.M.P. CB I ' ' ' ' FOP ALL UTILITY REQUIREMENTS 375 w 375 Nr 5 WHERE APPLICABLE - DEMOLISH AND FILL ALL EXISTING STRUCTURES AND OBSTRUCTIONS ( ABOVE AND BELOW GROUND, 1 OR AS REQUIRED PRIOR TO ANY NEW CONSTRUCTION ACTIVITY 3- �� , D Ciiz3r �co02 EGE✓ = 37. y }j � �V3 ENE` > J7� I 1 3a � 1 � aE�T,S. a,� t35rSE.IEvr _ e8" 6 PROVIDE TWO ADDITIONAL CURB BUMPERS TO BE LOCATED s�-/� i 38. 38.81 8.3 �Siop C9 =m I t: ' BY OWNER Flood light pole 7 CONSTRUCT ALL DRAINAGE FACILITIES IN ACCORDANCE WITH 38' detail II sh 20(2 re ti g Conc. curb I _ - _ Conc. curb ` --detail sh20 +' Nt it sh 20 I )� E� LOCAL CODE REQUIREMENTS Of T.4♦/V its �►�P,�I N/� - _ 38.5 \ r.z �4r, y.s: t ' 38.0 38. 38 . , see - • _• - _ O >3-3 p _ •� - - -y __. _ __ _ __ Curb ORIGINATED BY APPROVED BY 37'9 37'B 37' 37-- 37.6 j7•S 37- Z 37.,z 3 1 75 eodify lxist.CE. Y a ec v ` Y _ 6 Water mai n 30 2 4' 9 M _ 30� -4 Below sur pvmt. /_�. �.a ' _� 3B•a PROP. CURB CUT 3,. W PROP. CURB Z; •-�iti✓EE'/E��✓.•j�.G �37•.z �� ►�EETMo A � PLOT PLAN PWA_1,✓o•=.AF- -S,flrm sewer� / ��ti�i<'G�YELE✓. 3a.7Y�' /.V✓E6?T EGE✓• = 33.0 C01rM NOJTst/OG✓H 7 9� H w _ ._ - _ _ - _ _2 Gas main 67 I I BURGERCORPORATION E KING C t�RAT HOYf Oriir;3 AT 37• �71�' 1� " -3e. 3 �3 w►rt �--------- ----- -- 0 - - - - - - - - - - p. - -- ec $phone lines 7100 NORTH KENDALL DRIVE, - _ i i5 i6' 1�f_ i67 MIAM1, FLORIDA, 33156 �' -c iTc v t3 vs� v _F 4 SCOTT B. ARNOLD A.I.A. ARCHITECT ASSOC. 7550 RED ROAD, SOUTH MIAM I, FLORIDA " i TITLE SHEET INDEX PLOT PLAN • 2GENERAL CONDITIONSa © SPECIFICATIONS 4 4 1 a NMI i • SPECIFICATIONS 6 09 M90 :ZJ • f� . . COLUMN DETAILS lk EXTERIOR ELEVATIONS <<; . ;- . FOUNDATION PLAN 12, ' • • • • jr TYPICAL SECTIONS A', P & C • 4 c o E F AIR CONDITIONING & EATING . , Li r r z ELECTRIC PLAN ( 3 (1> 4w W Y E ) ` • PLUMBING PLAN 20 • EOUIPMENT LAYOUT . l • • • • • • • NORTHERN PLAN • r .c/ _ STE✓E.c/S 0 %14 1r fo�C 12U�/ 2�AL TY Tt�!/S T V I► FIA -- -- h VA it/ote!7'N �_� STwCEET 397 39 S 39� � L�GAT/ON MA.o 38 7 38.7 �9 ' 77 m y ) 39¢ m u 3 9.3 ' /.eO.c/ 38.7 37. 8 I sE> Q ( I 36.0 37.4 37.s 37 3 1- -------- 39 3 / �"__L3U/L D/.t/G S_ET6Ac� _ S _ L 1 J � h W 90'35.30" -.39/ �_.SEwA�E- - � 3'ETBfl�_L/.c/E -••� - - - - - - 0 � I � � �� a ry3y (J.4ME q,sou,vO E.t/T/2E P.QOo�E.�TY Q Q W 38 7 3B.0 37•G 37.7 Il 1 37.6I � W 1 /o.4.Q /.vim 373 �1 C.45. =V 39.0 37'7 I ° Q ;;♦11 �V Q o b 1 38.S 38.0 3y.G 37./ q 39/ 38 19 13g-s 38.7' I a I W o I I Q e 1 38.9 l I 1 Q Q 1 39.4 39. 3707 ( f 3y•9 a7'y I I ay 3 ------ 9--- \\ 39 39 •I/ ' 3B s y N 390 49UiG 0/A/G L./O.p' • 0 I _ A&CJ/G 10/.C/4;' JET8i9G.e L/.t./F I_ 37 z W � 0 0! �•I' 39.o I ~ EC.E✓= .3778' 38.1 39.ib 38.4 � SETBRG..lC L/.VGA I ,Q ' 3/•8 SEK/.4G� 1 3y.ri J9 °/ 390 ' s.cSVF I ° 374 �--� I �L F�/t•/ o� LAND S.O I 1 e 3y o I Y7.9 37.0 I 39 8 38•o I I 37.G 1 ,v�-,�,�,�„s BA�iC./S TAB,L A& , 4--),Q45S. .4=o,e 37.3 37-Z J 38•S O. 70 ACC S I y BU.2GE� .��/�rr CO•Q��.2A7 h \ �) Q\ I ?a•3 ay 4 I � X SCALE• � /" = a.o' ✓c/LY 30, /96 9 3B.B >� � ( 37 7 37•G I �o � � 0 3B• 7 � I I I 38.4 38.4 1 1 QAe.C/STABGE SU2VEY CO.t/SG/LTA�t/TS /�c/G. � � I 38¢ I 37oG '�3 O VJ G08 MA/N ST,¢EET I 38.¢ 37-0 I I� 1/1/EST Y.q.2�✓10UTN / �v1A55. fl 38.9 I ALG 38.3 38.5 37/ I I (� G/ V' \ ✓y�.: ' vTiL. .moo c E f77 77 7 ' r-OF 1 37. 37 s o2 sTo,iz>' k/000 0 " nVK, B.M. EGE✓. =4/.30' �� F.¢ANIE ?B o e-NO7- -Al r/SE� O O 1QT1C i.Y C r ' f� EL EK G.�PE.4.e:• 3G.8 7 6 1 V 30 is.3 3 c � 37.3 1 ry Q \� 3B 8 /sr.,�iOot E6E�/• ti 1 0777777777 's fi ate r'A OtJE .STO.eY LCJOo O ,�,Q/4�1E ylC �,v0 ,pi4sE,t/E,vT, I EG_E✓. © 7. I I o .voTF \n(( 38.0 I I F/�2sT .=Good EL,E✓. s 39SG ALL ELE✓ATiO�I/S TA�E.c/ OQ SET 37�3 oE.oTN OF B.4SEiNEic/T = sa- � COti/G.t2ETE i 3!6 38 asi FL AG STONE 3B.o I f7BE 6RSE a O•✓ C/S.C. E !r•S. 78.7 44' SLAB I 0 388 I 45L/L1 P;" /✓laBQF - ELEV. = 39..1 . 3 8•G 38•` 38•S �- i 38.0 ( 38.0 I - ' CONG.2ETE i� 37 9 49Fu/4,0/.t/6 JET.SACK 38•.a �4'' OAK 3B.S I FLAaSTONF 37 G I I aATC�SUR✓EYlcO S�V, V,W 1+ 1 38, �4 I��4 I 89 .zv is" ,�_ - _ stw.4oE _ _ 90 390••I , 38.0 38!Z•1 :JET /.eo.v .o/,V 10 - 37.8 , c.e. ¢,3 .Z/" 38•0 -r S 77 /B"¢O"!/l/ �EO�E OF siOc=u//'➢G.K /' 3$•4 Pf�VED S/D�H/l�L.� a'°TGN / R�7MP �4'W/DF� 5•D' S/v ,QAMP �-GU�B �ffE/�rNT OF GU¢8 = O.3S> lam\ 37'9 37'8 37.7 37.6 37.6 37•S 37'g 37.4 s7 ,. %c/Vc-2T E F✓.� 34..Z � -- s� 4' �$ELOH/ SU.¢FACE OF,c�q✓EMENT / LOGE✓ G� -4040 G/A/E r dG.741 STO e.v1 �TC)bt/�/ WA✓� \ �.■�� `T� - - - - - - - - - - - - - --- - - - - - - - - - 0��T- - -- ��- ' c;-40, ! /S /.(/A Gt/ESTE.2G Y lam/QEC 7"i0ic/� � - - - �O/`I / � t!B/TUM/NfJa3' CONC�ET.E ASPNigGT,� __✓„ /�,� 1 ; CTK/O Gt/AY T.eA�'F/G��/NL/�.QYELE✓.'3.�.�,�,•', -/.t/✓E,2T ELEV• = 33.0 �- .2"�qS .r1R/.t/ / - t • i - --s_� �iq.OP.eOX/M.4TF GoCfiT/o.�./� •3 ` 371$ O 37/ __ -�,`EL ECT.e/C E TELE.oHO.c/E L/NES --- - vT/ O .� --- --' O -- --- •ZS.(C.✓. O L.E HYANNIS , MASS . : NORTH STREET b Job Number A I 2 1 Z W +J�' J J / 377 i! \ Y I m Q 1' � ' ; • SCALEZ 1" a 201 ' opt 121x 181 Conc.apron 6"thick 3 N24's at16"o.c.ea.way m -47.4 37 � ,_47' a J7i DATE AUG 7 1969 o ! 143.45 I O - - - - - I, ' 1'.._' :' . • - , . - :. REVISED: 5 I � 12'x 12'WASTE CONTAINER �� DETAIL SH2O I i a39.5 a L' Conc urb 1' PARKING SPACES FOR 58 CARS 1001detail sh20 2 Flood light pole detail11sh20(2rood)--j :3ity PARKING NOTE: PARKING FOR -CARS IN 10' X 20' SPACES ' Wl, . y� TANDARI3' y 7 y I F- tl 37•1 is TRAFFIC STRIPING AND ARROWS A5 5►4OWsi 3•Y.� / 1 3 36.7 O.H. ELEC. SER. 1 i METAL BUMPERS (YELLOW COLOR FAKE) AS DETAIL-ED ON q ' SHEET NO. 20 WHERE SHOWN. - „ I , aa.y i / 33..t• 1 I/7o I � , 38.5 y• y L- - - --- - -- - _ _ PAVING NOTE: Roof line 382 ( 3 y. y- ENTIRE LOT TO BE PAVED EXCEPT WHERE NOTED OTHERWISE SLOPE LOT FOR PROPER pRAINAGE AND PROVIDE CURB CUTS J .z The Contr for shall be required i red 1 I _ ..,...... ,.. 7 Q N ACCORDANCE WITH . THE LOCAL AUTHORITY ALL WORIt M+rI to provide 12d1 - ':::�':;::::'. :::::;:>; :<>a�:> ;.<::`:>�::'::,,.;:>..;: � R g System /W SHALL B£ DO>riE I N ACCO AN ,. '(" s:..:.:'>>.,.,..... :.. ..�.. '� �,�.: ;�:....<..... ' « 1 1 2 w 12 1 ESE✓ _ 37 •Dis.posal � the Site, Plans for,. 1 R•D CE IiMI H LOCAL AUTMK�t1"Y shall be supplied .:.::.. ......... : :: ::, � by ' '" the c»+ilters. AN facilities and :.:1+ Sewe to ma i n as .. .....:. red •� con, DRAWING PREPARED BY. RQR a9a. 1y .� I �`' �:�„;.::..:..:.:..:.� 1 k min) I 37 construction shall be in stiwict DRAWI / 1 a ► accordene with a licable code i - I J I alad Health Authority re u i rerp6rits INF y � OR`�IAATION TAKEN FROlIA. �. 3 5 Gas to main as 37 y q ( ) � �:_;., �/ - ABLE SURVEY ONStS:� INC..W.VAtRMbJ"0# MA9 0 , tOPO-SUtYE1f:{(!Y 8A NS7` ' � $. I e o main 1 ��' DATED DULY 24, I969.- x EXIST. CONTOUR .� ae.i 1 39 r . 37,Z 51 BLDG. SETBACK LINE 1 O 10 SEWAGE SETBACK LINE PROP ELEVATION 1 t; : 40l ;�I UTILITIES-. 38.5 38.8 .:.' 38.8 37U-38_5 5'BLDG. SETBACK LINE WATER SERVICE AVAILABLE IOISEWAGE SETBACK LINESTORM SEWER AS SHOWN ; / EXIST. BLDG Se � I q 3, TMP II •}; A 1 SANITARY SFWEft UNAVAf1.¢BLE (SesMWplan rlah) J7.3 ELECTRICAL POWER AVAILABLE, ' `j 10 i :>-. 0 0 1 W GAS SERVICE DO 3718 LANDSCAPING ' 8 Co'Ic.walk 1 (braamfir� - GENERAL CONSTRUCTION NOTES: 3B.y7 3� de.3 .18.5 i 37./ I r Yr` I LOCATE SIGN IN ACCORDANCE WITH t,QCAL AUTHORITY 1 `, 271- 811 l �7 s O SEE SHEET 'NO 2 FOR LANDSCAPING DETAILS ZO 8 ZO r--r •� � ` _ 38 '. . 3 WHERE APPLICABLE - PROVIDE SPRINKLER SYSTEM TO a 37 Rs.3 38,1LANDSCAPED AREAS 4 PROVIDE COMPLETE AND OPERATING' ,SERVICE C4N4ECTIONS CB �`� t 81.GMP. CB I r� r / -7 FOP ALL. UTILITY REQUIREMENTS 1 / OiC/E 3TO,QY f I 5 WHERE APPLICABLE DEMOLISH AND FILL ALL EXISTING 375 .. �. ; ` 37.5 I /3 . STRUCTURES AND OBSTRUCTIONS ( ABOVE, AND BELOW GROLOD" 0 I I �/23T fcoo2 EGE✓ : 3�S� OR AS REQUIRED PRIOR TO ANY NEW `CONS.TRXTION` ACTIVITY d `- BETE I i f �7h / aE ITN dF t3ASEME.vT - 88' 6 PROVIDE TWO ADDITIONAL,,CURB BUWERS TO BE LOCAfto 3e.7 7, � s�HB "- btSi�CQ -ao I. ' BY OWNER 38, 388 8.3 I Flood light rb le -detioII - + toil surd detail 1 CONSTRUCT ALL (7RAINA�iE FACIL'fT1E5 IN AGCORCI iCIE WITH 8 =- n 20 I LOCAL CODE REQUIREIr1ENTS 38.5 \ y.2 :�s r�; YQ: ti ' 38.0 - -134 .a �3 i �1 't.- .Y,. }.:. .4MfJ " '• .•.r .�•. •• ', .•i.Fr,•�1/-•E,�ie..6 i ,K,. 14 1 �� _ �S _ :Gt•iM - p 37.8 Curb --- 97'9 3TB 37' 37.G 37•G 37•S 37' ? 37••i 37 r 11 oil��r.�skt.C� - �6r v r ater main „ , =: r..,; w•;,. 4 Below sur.pvm't. • ;:.. . f ,. .0 � w . r /• <!•a �♦ /.•.•J: 'GC/.1. O 's. :,b .a,.,.. „. •. ,.. .. .. ... 1 a9rWw 1� 3 :;. ,. - :- �,��T•� '�.. :G ��'�}.�+ I� ,. ,:. ,. ..iS,.:.. •s',. .. -. . ..fir., . .. ,.: „ ,. , ..:: „.. : rr[E -. -, :... .� µ; . „t _ ,._ -, - • . Sto-m sewer � " � . r ��� ��� . _��,�y � 8fT•VM`/�+'�13� S�'.�•lAr..i 1 PLOT PLAN / ` �TstIO ka,i Y �•0' CIA/G!"�/'F •ZAI r a�rr .w� 2 Gas main 33.o BURGER KIM AT it � ., 6� .I t :. J y ie 37,. 37.1 371 ,3 ;,1)' 3_ 3(..3 tt_ rgirt OrpN' �11T -- ___ _ _-.- O _ __ __ _ a Ga ._ c phone KENDA(Lt,r ! 'IVY ele a lines 7100 MORT14 kr,Mr6r M IAM 1. f I,C q`I #, y /r; -.E.- ✓tic.. .c+0 �- - - SCOTT B. MOLD A.,t.A AI�`C�lTMT•FA A C C. ": w - 7530 RED ROAD $OU:TN ARAM 1, f LORIDA s ,�l�;" �,r I .,� -1 I.1 , yr� . 1. I I THE ARTICLE RAC SMALL ROVUTIIITIES: (c)CLEARING:REMOVE ALL TRASH, RUBBISH, SHRUBS, TREES L STUMiS FROM ENTIRE LOT UNLESS NOTED (b)SEWER TILE SHALL BE MINIMUH, 4" DIAMETER 6 CONFORM TO ASTM SPECIFICATIONS C13-35 6 CONCRETE GE CONDITIONS: EDIT THE e(ECUTION 6LCOMPLETION OFYTNERWORK,TEALI�UE�IIIiIESTp�LLIELECTRICITY PAID &NWATER NECESSARY OTHERWISE ON PLOT PLAN. PI►E SHALL CONFORM TO ASTM 14 US7 IRON TO ASTM A74 (0)TS, SOTILPARK REMOVAL: REMOVE 7& SOIL TO ITS ENTIRE DEPTH FROM AREAS TO BE OCCUPIED 8v BUILDERS, (c)COLD MINER L FIIOER 4 CONIPOSHALL FOR JOINT OF VITRIFIED TILE PIPE VEGETABLE ATTER.ED OF PURE OIL AS►MAC TRAIL TO OVER ON FINAL ACCEPTANCE DATE. THE OWNER IS TO BE NOTIFIED IN WRITING OF THE UTlll- R OARS, PARKING AREAS L WALKS & LFCAILr DISPOSE OF All T0, SOIL EXCEPT TENT WHICH IS TO pE 6 MINERAL FIBER 6 SWILL NOT CONTAIN OVER 2% BY DRY WEIGHT VEGETABLE MATTER, THE PROPORTION OF 1. TIES T1IINSF[A B11TE. ASPHALT TO MINERAL FIBER SNAIL IN NO CASE BE MORE THAN I I/2 TO I PUKED IN IANOSCAPE AREAS. BIDDING REQUIREMENTS (e)EXCAVATION: FOR BUILDINGS, STRUCTURES t. ADJACENT AREAS TO GRADES AND LEVELS AS INDICATED FOR (d)LEAD USED FOR FAKING JOINTS FOR CAST IRON PIPE SHALL BE NEW PURE SOFT PIG LEAD CONFORMING 70 DIvlsWn 1: GENERAL REQUIREMENTS— FOUNDATION & REMOVAL OF OL FOUNDATIONS & DEBRIS LEFT BELOW ONE FOOT BY DEMOLITION SECTION. FEDERAL S►ECIFIUTIONS QQL-171, LEAD PIG. . INSTRUCTIONS TO BIDDERS All BIDDERS SUBMI7TIMG ,RO►OSALS F011 THIS WORK SMAII FIRST EXAMINE SECTION (f)MISCELlANE0U5 EXCAVATION: AS INDICATED ON DRAWINGS OR SPECIFICATIONS FOR FOOTING, STEPS, 2E3 WORKMANSHIP: (a)MO BACK FILL SHALL BE PLACED UNTIL DRAINS HAVE BEEN INSPECTED & FILLED. THE SITE AND ALL CONDITIONS THEREON. All MO►OSAlS SHALL TAKE INTO CONSIDERATION ALL SUCH CON- IA FINISH SCHEDULE RAMPS, RETAINING WALLS, LIGHT POLES, POST HOLES, DRY'WELLS, AREA DM INS EXCAVATION FOR PILE CAPS DITIONS AS HIAv AFFECT THE WOR U110ER THIS CONTRACT, FAILUIIE TO E%AMINE SITE WILL NOT RELIEVE, IAI x L I IF SAME IS REQUIRED DUE 10 SOIL CONDITIONS. (b)DRAIMAGE LINES SHALL HAVE A PITCH OF NOT LESS THAN 1/5 & ALL PI/ES SHALL BE LAID WITH ENDS THE SUCCESSFUL BIDDER FROM NECESSITY TO PROVIDE WORK THAT MAY BE REQUIRED TO COMPLETE THE WORK (q)ROCK EXCAVATION: MATERIALS 70 BE EXCAVATED IS ASSUMED TO BE EARTH & OTHER MATERIALS THAT CAN Ac)COLDi AND TRUE TO LINE AND GRADE. _(&)THIS FINISH SCHEDULE IS WRITTEN FOR 7HE USE OF ALL TRADES & FORMS A TART OF EACH OF THE DIVI- BE REMOVED BY POWER SHOVEL, BULLD0IER OR OTHER NORMA l E%CAVATING EQUIPMENT, BUT NOT RE UNBIND (c)COID ►U15TIL ASPHALT JOINTS SHALL USE A HEMP OR OAKUM GASKET SUFFICIENT LENGTH TO ENCIR WITHOUT gDDITIONAI COST TO DITHER. ANY CONFLICTS IN ►LANs SPECIFICATIONS KNOWN Br iNE CON- Q CLE TRACTOR TO BE CONTRARY TO APPLICABLE BUILDING CODE SHOULD Of CALLED TO THE ARCHITECTS ATTENTION SIONS Of THE S►ECIFICATIONS HEREINAFTER WRITTEN. ALL DESCRIPTIONS Of FINISHES CONTAINED HER[IN THE USE OF EXPLOSIVES OR DRILLS. F ROCK IS ENCOUNTERED WITHIN THE LIMITS OF THE EXCAVATION, PILE 6 CAI TO MA)NTAIN LINE ANO GRADE, AFTER SPIGOT IS INSERTED, FULL DEPTH INTO SOCKET Of ►AE- SNAIL BE PRE►AAED FOR, INiTAIIED OR FINISHED AS PART OF THE WORK OF THE VARIOUS TRADES, AS RE- THE CONTRACT PRICE Vlll BE ADJUSTED. CEEDING PIPE IN PLACE AND HEMP OR OAKUM IS CAULKED THE PLASTIC ASPHALTIC COMPOUND SHALL BE PRIOR TO PROCEEDING WITH SUCH WORK. QUIRED BY THE 8. THE BIDDING DOCUMEN H T NATAR E OF FINISH, (H)FILLING & BACK FILLING. NECESSARY i0 BRING WORK TO FINISHED GM DES, INCLUDING FURNISNiNG OF TROI/ELED INTO ANNULAR SPACE COMPIETEIv• SHOULD THE PIPE pE LAID IN A MET TRENCH, THE INTERIOR T SALL INCLUDE ihf FOLLOWING ITEMS HE ARCHITECTURAL NUMBER ON THE PLOT (b)THE VARIOUS FINISH TIMES HEREIN DESCRIBED SHALL A►►lv TO THE S/ACES THROUGHOUT THE WORK AS EXTRA MATERIAL REQUIRED. OF THE SOCKETS AND THE OUTSIDE OF THE SPIGOTS SMAII BE PAINTED WITH CUT BACK ASPHALTIC ►HINT ,LAMS OR STORE NUMBER, LOCATION DATE, LATEST REVISION DATE ON THE PLANS, ADDRESS 810 TO OWNER, HEREIN ;CMEDUIED Br ROOM NAMES UNDER THE FINISH TYPE. BASE 81D, ALTERNATE ADDITIONS F. DFOUCTIONS & TOTAL BID AND ENCLOSE A ►ROGRESS PAYMENT SCHEDULE. IA2 DINING ROOM: )SITE GRADING: DO All CUTTING FILLING, COMPACTING OF FILLS L ROUGH GRADING REQUIRED TO BRING BEFORE ►LACING IN TRENCHES. PIPE MUST BE ORY WHEN ►HINTED.C. THE BIDDING DOCUMENT MENU ALSO INCLUDE ITEMS LISTED IN GE NERAI CONDITIONS ARTICLE MSS, DIVI- 7HE ENTIRE PROJECT TO SUB GRADES AS FOLLOWS, BUILDINGS TO UNDERSIDE OF FOUNDATIONS & CONCRETE (d)UST IRON PIPE JOINTS SHALL BE MADE WITH OAKUM GASKETS POURED FULL WITH LEAD AT ONE POURING SION I, SECTION C3, AMR DIVISION 2, SECTION G2 FLOOR - QUARRY TILE. SLAB SAND BED SURFACED AREAS TO UNDERSID[ OF RESPECTIVE BASE COURSE AS FI%ED BY FINISH GRADES; AND CAULKED FLUSH WITH HUB & WATER TIGHT,BAS[ - QWRRV TILE. (e)DAYIIELLS EXCAVATE A HOLE TO THE REQUIRED SIZE AND FILL WITH LARGE STONES AT BASE AND GRADE D. AGREEMENT DETWEEN CONTRACTOR & OWNER FOR CONSTRUC710N SHALL BE AIA DOCUMENT A101 SEPi., 1966 ED. THEREFORE FOR LAWN L PLANTED AREAS 4 INCHES TO 8 INCHES BELOW FINISH GM DE.THE STANDARD FOAM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR WHERE THE BASIS OF PAYMENT IS A CEILS - Nt12' X ►AACOUST OVER 5/B"ALUGYPM. (j)CONTRACTOR SMALL PAr FEES & SECURE PERMITS, L MAKE NECESSARY ARRANGEMENTS WITH UTILITY COM- SMALLER TOIIMO TO► STONE FILL TO JUST ABOVE INLET. S►R:AO REINFORCED BUILDING PAPER OR 3" LAYER STIPULATED SUM VITH A PROGRESS PAYMENT SCHEDULE ATTAOHED. CEILINKi - 2' % 1' ACOUSTICAL TILE ALUM. U► GRID. ►ANIES 6 LOCAL AUTHORITIES HAVING JURISDICTION FOR WORK IN THIS DIVISION. OF CONCRETE OVER THE TOP TO PREVENT IN SE[PAGE Of EARTH. METAL - OCOSDOOR FRAMES ENAMELED SANE AS DOORS. (f)CATCH BASINS SMALL BE OF 8" MASONRY OR 6" CONCRETE WITH 1" CONCRETE BOTTOM AT LAST I '-6" BE- E. THE OWNER-CONTRACTOR AGREEMENT AND FORMS OF GUARANTEE SEMI BE FILED WITH THE ARCHITECT 011 2B2 WORK NOT INCLUDED: BURGER KING CORP. THE SUCCESSFUL BIDDER SHAH PROVIDE A PERFORMANCE AND PAYMENT BOND FOR THE W000 _ DOORS 4PMI-GLOSS ENAMEL, COLUMNS FLAT RED Ex TERI011 PAINT. (a)EXCAVATION 6 BACK FILLING FOR UTILITIES. SEE DIVISIONS 15 LOW BOTTOM OF OUTLET DRAIN, FRAMES FOR COVER OF DM INS SHALL BE SET ENCASH IN CONCRETE AND WELL IA3 SERVING AREA:. (b)EX OVATION OF ROCKS OVER 3'-O" GREATEST DIMENSION. ANCHORED, 00 NOT PROJECT OM IN ABOVE SURFACE TO BE DRAINED. FUII AMOUNT OF THE CONTRACT PRICE, IF REQUIRED By THE OWNER. IT IS AGREED THAT IF TM IS BOND IS F100R - QUARRY TILE 2F IRRIGATION SYSTEM REQUIRED, THE GUST OF SAID BOND Vlll BE PAID FOR By THE DINNER 6 FLIED VITA THE ARCHITECT OR BASE - QUARRY TILE (c)SAND FILL UNDER CONCRETE SLAB, SEE DIVISION 3. FINAL. SUB GRADE UNDER EXTERIOR PAVED AREAS,BURGER KING CORP. WALLS - MARIITE PANELING OVER 5/8" GYPSUM (d)P CAGING TOP SOIL & PREFORM FINISH GRADING, SEEDING & PLANT MATERIAL FOR LANQSCAPING, 2G SCA►ING F. FINAL ACCEPTANCE FORMS ARE TO BE SIGNED Br CONTRACTOR, OWNER, TENANT & A BURGER KING CDR,. REP- 2B3 UNIT PRICES: 2G1 WORK: RESENTATIVf �. A COPY FLIED VITH iNE ARCHITECT'OR BURGER KING CORP. (a)SUBMIT UNIT PRI RA R R N CES FOR EXT WORK & CREDITS ON ITEMS PS REQUESTED THESE PRICES IF ACCEPTED (a)TNE WOK EQUIRED UDER THIS SECTION SMALL CONSIST OF ALl FINE GRADING. PLANTING: SEEDING 6 CEILING - 2' X 4' ACOUSTICAL TILE ALUM, CAP GRID. BECOME PART OF THE CONTRACT MAINTENANCE TO COMPLETE THE WORK ISICATED ON DRAWINGS 6 DESCRIBED IN SPECIFICATIONS. IE TAL -FORMICA L COUNTER, ALUM, 284 WORKMANSHIP EXCAVATING FOR STRUCTURES. (b)LAIO SCA►ING AROUND THE BUILDING SMALL CONSIST OF JUNIPEAUS CHIMENSIS PFITZER!ANA: PFITZER W000 - FOAMI O COUNTER, COLUMNS FLAT REO E%TERNS, PAINT. Jlllll►EAS 24" TO 30" SPREAD AT SPACED 3'-S" O.C. IA4 KITCHEN: . (a)OBSTRUCTIONS: COMPLETELY REMOVE ALL EXISTING WALLS SUBS, CURBS, PAVING, FLOORS, FOOTINGS & TN8 GfRMERAI CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTION OF BUILDINGS STAINIARO /RAM Of THE F100R OTHER CONSTRUCTION FROM UNDER NEw FOUNDATIONS t. WITHIN PERIMETER OF THE NEW BUILDING & 2 FEET (c)SMAII UN►AVED AREAS SMAII NOT CONTAIN GRASS BUT IVY GROUND COVER. ALL SHRUBS & HEDGES INDI- AMEAILAN INSTITUTE OF ARCHITECTS FORM A201 SEPT., 1963 10., ARTICLES I TO N INCLUSIVE, IS HEREBY - QUARRY TILE MROE A PART OF THE CONTRACT DOCUMENTS EXCEPT AS THE SAME MAY BE INCONSISTENT MEREWITM, TO THE SAME BASE - QUARRY`TILE BEYOND TO A DEPTH OF 6" BELOW THE DEPTH OF EXCAVATION. IN SURFACED & PLANTED AREAS REMOVE GATED SHALL BE JUMI►EPOS CN1NfNS15 PFIT2ERIANA; PFITZER JUNIPERS 24" TO 30" SPREAD, SPACED 3'-0" EXTENT AS IF HEREIN WRITTEN OUT IN full. ADDITIONAL CO/INS OF THE GENEMI COIIOITIONS FAY BE OB- WAILS - All SURFACES 70 BE SMOOTH FINISEED DRYWALL ►HINTED WITH WHITE ENAMEL EXCEPT REAR WALL ALL SUCH OBSTRUCTIONS TO A DEPTH OF 24" BELOW GRADE. D.C. TAINED FROM THE ARCHITECTS OFFICE BY WRITTEN REQUEST, WHERE ANY ARTICLE Of THE AIA GENERAL CONDI- WHICH SMALL HAVE 6" X 6" WHITE CERAMIC TILE TO A HEIGHT OF VALANCE AND (b)SUITABLE REARING FOR FOUNDATIONS. All COLUMN f WAIL FOOTINGS SMAII REST ON SOIL IVIVING A (d)LANDSCAPING AT THE SIGN SMAII CONTAIN ONE THUVA OCCIDENTAILIS ARBOVITAE 5'-6 HIGH AT EACH Of MINIMUM SOIL BEARING CAPACITY OF 2500 CBS. PER �Q• FT. IF SUITABLE BEARING IS NOT ENCOUNTERED THE SIGN DOES NOT INCLUDE UDE LEARN NG, CHIMENSIS "PFITZERCANAL ,DESCRI JUNIPER 2NG TO T%I SPREAD. T TOMS IS SUPPLEMENT ED HEREBY, iNE AiA ►R OY ISIONS OF SUCH AN ARTICLE SMAII AEMA IN IN EFFECT, All 6" z 6" WRITE CERAMIC TILE RE TURR AT PIN RIti. slpK of KITCHEN wlH oow sl�� SUPPLEMENTAL PROVISIONS SMALL BE CONSIDERED AS ADDED THERETO. WHERE ANY SUCH ARTICLE IS AMENDED, CEILING -S MeoTM DRYWALL ►CASTER FINISH U IMTED WITH WHITE ENAMEL. AT THE DEPTH INDICATED ON DRAWINGS FOR FOUNDATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE (e)THIS DOES NOT INCLUDE CLEARING, ROUGH GRADING PREVIOUSLY DESCRIBED. FILLING. RETAINING WALLS, ARCHITECT; HE SMAII NOT PROCEED MOTHER UNTIL INSTRUCTIONS ARE GIVEN. CONTRACT PRICE WILL BE STORM DRAINAGE OR FENCES. VOIDED, OR SU►ERSEDED THEREBY, ,ROVIS1oNS OF SUCH ARTICLE NOT SO S►ECIFICALLY AMENDED, VOIDED OR METAL - NATURAL ANODIZED ALUMINUM, D0011 FMFIE PAINTED WHITE ENAMEL. 2G2 UNOSUiINC ALLOWANCE W000 - Fp1MI U COUNTER, COLUMNS FLAT RED EXTERIOR PAIN T,DOOR PAINTED WHITE ENAMEL. ADJUSTED IF ACOITIOL ! EXCAVATION IS REQUIRED SUPERSEDED SMALL REFRAIN IN EFFECT, (&)A LANDSCAPING ALLOWANCE Of $800.00 TOTAL FOR PLANTS L INSTALLATION SHALL BE PROVIDED BY THE 1A5 STORAGE ROOM: (c)DRAINAGE: CONTROL DARING AROUND BUILDINGS 0 THAT GROUND IS PI1 HED TO PREVENT WATER ,ROM GENERAL CONTRACTOR.ALLOWANCE DISBURSFMFNT SHALI BF.AS DIRFCTFD BY BUR6Efl KING CORP, ARTICLE M45 E%EGOTISM, CORRELATION 6 INTENT Of DOCUMENTS FLOORS - QUARRY TILE RUNNING INTO E%CAVAiED AREA, EXCAVATION SMALL BE DRY WHEN FOOTING IS POURED 2G3 MATERIALS: OPERATIONS DIVISiON,FIELD K�PRESENTATIVE. SUPPLEMENT ARTICLE0 GENERAL N I ION OLl A,) ALI WORK SHALI CONFORM TO CONTRACT DOCU- BASE - QUARRY TILE (d)FROST PROTECTION DO NOT PLACE FOOTINGS OR 1 A 9S ON ROZEN GROUND. PLACE FCtiNDATIONS BE- RENTS. NO CHANGES THEREFROM SHALL BE MADE WITHOUT CONTRACTOR HAVING FIRST RECEIVED PERMISSION FROM WAILS - SMOOTH ENAMEL. LOW 'RoST PENETRATION CHECK W TH LO'AI CODES. (a)TD/ SOIL SMALL BE NATURAL FERTILE AGRICULTURAL SOiL CAPABLE OF SUBSTAINING VIGOROUS PLANT ARCHITECT, IN WRITING, TO MAKE SUCH A CHANGE. B.) WHERE DETAILED INFORMATION IS LACKING, CONTRACTOR, CEILINGS - 2'X 4 ACOUSTICAL, TILE ALUM. CAP GRID. 2B5 fill UNDER SLABS ON GRADE. GROWTH ANO FREE Of EXTRANEOUS MATERIAL, (&)FILL MATERIAL; THE Flll MTERIAL RE CULTURE REQUIRED, SEED SMAII BE FRESH S70CK AND LABELED IN ACCORDANCE WITH U.S. DEFT, OF AGRI- FORE PROCEEDING SMALL REFER iNE MATTER TO ARCHITECT WHO WILL FURNISH INFORMATION WITH REASONABLE METAL - DOOR FRAMES 6 STORAGE CABINETS PAINTED WITH WHITE ENAMEL. QUIRFU TO RAISE '•.k SUBGRADE FOR CONCRETE FLOORS Tu THE CUlTllllE RULES 6 REGULATIONS, l0% BLUE TAG PERENNIAL RYE GRASS, 4QY DOMESTIC CHEWING FESCUE & PROMPTNESS. WOOD - iAINT WHILE ENAMEL. ELEVATION INDICATED ON THE DRAWINGS SHALL BE EC HER BANK-RUN GRAVEL OR SAND 20X KENTUCKY BLUE GRASS. ARTICLE M46 COPIES FURNISHED: IA6 UTILITY ROOM: (b)WORKMANSHIP, BEFORE DEPOSITING FILL REMOVE ALL LOAM DE BP S & OTHER UNSUItABIE MATERIAL, LU- (c)SPREAD OF ROOT$ S Wll BE IN ACCORDANCE WITH ASA Z60, 1-1959 D l IN ITS N IRE1'Y RTICLE M4 Of ,ENERAI CONDITIONS & INSERT: UNLESS OTHERWISE PROVIDED IN CON- FLOORS - QUARRY TILE ORDINATE BACK FILLING Of FOUNDATION WITH FILL UNDER SLAB i0 PREVENT FOUND 'ION BEING DAMAGED. (d)SHRUBS INDICATED SMALL BE JUNIPERS CHIMENSIS PFIiZERIANA; ,FITZCR JUNIIERUS WI'.H A 24" TO 30" TRACT DOCUMENTS, ARCHITECT WILL FURNISH FREE OF CHARGE 10 SETS Of SUP,IEMENTRY GENERAL CONDITIONS, BASE - QUARRY TILE IN NO CASE SHOULD Flll BE PLACED ON SUBGRADE THAT S FROZEN OR CONTAINS FROST. DEPOSIT fill SPREAD W,AWINGS 6 SPECIFICATIONS, ONE FORM A201 GENERAL CONDITIONS AND ONE S:IRVEY Of THE SITE. All OTHER WALLS - SMOOTH DRYWALL PLASTER FINISH PAINTED WHITE ENAMEL.WAINSCOT OVER UN WASH ! I MATERIAL IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN DEPTH L COMPACT EACH LAVE& WITH A Mf- 2G4 WOIIKMANSMII: COPIES Of DRAWINGS AND SPECIFICATIONS & SUPPLEMENTRY GENERAL CONDITIONS IF REQUESTED Br THE CONTACC- QUARRY TILE. 5 X 7+ CNANICAI TAMPER TO 907 MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT OVER THE ENTIRE AREA. THE (m)PREPARATION, SHALL BE MADE SO NOT TO DISTURB OR DAMAGE SUBSURFACE IMPROVEMENTS. T011 IN WRITING Wlll BE FURNISHED AT COST. METAL - DOOR FRAMES PAINTED WHITE ENAMEL DEGREE OF COMPACTION SHALL BE DETERMINED CONTROLLED IN ACCORDANCE WITH THE AMERICAN ASSOC. OF (b)ALL PLANTS SHALL BE PLANTED IN TOP SOIL & THOROUGHLY WATERED AND TAMPED AS BACK FILLING PRO- I ARTICLE M47 DRAWINGS SPECIFICATIONS ON THE WORK W000 - ►HINTED WITr, VNITE ENAMEL. HIGHWAY OFFICIAL S(AASHO) STANDARD METHOD OF TEST FOR COMPACTION & DENSITY Of SOLI T_9q CRESSEf. 'ARTIFLE 6 SAL ll BE $UP E 1�NT D AS AS TH TH SE DRAWINGS & SPECIFICATIONS SHALL BEAR iME SAME A7 BATHROOM (c)TEST; SHOULD THE ARCHITECT DEEM IT NECESSARY, THE CONTRACTOR SHALL HAVE MADE AT HIS EXPENSE (C)PROVIDIE ADEQUATE PROTECTION OF AL WORK 6 M_ INTAIN PLANTS UNTIL THE BUILDING IS COMP EYED a ARCM (EPTll001 NUMBER L REVISION DATE AS THE OWNER-CONTRACTOR AGREEMENT. THE DRAWINGS AND SPECIFICA- FLOORS - MATT FINISH CERAMIC TILE WITH MARBLE OA QkIAMRr TILE THRESHOLDS AT DOORS. STANDARD TESTS TO DE7ERnINE COnPACr10N. THE TEST SHALI BE PREfORnEO By A TESTING COMPANY AP- 2H PAVING 6 ROAD CONSTRUCTION I TIONS KEPT ON THE JOB SHALL BEAR THE ARCHITECTS SEAL & LOCAL GOVERNING BODY SEAL OF AP,ROVAL WAL'-S - CERAMIC TILE. PROVED BY THE ARCHITECT AT LOCATIONS APPROVED BY ARCHITECT. 2H1 K: ARTICLE Mot OWNERSHIP OF DRAWINGS CEILINGS - SMOOTH DRYWALL /CASTER FINISH PAINT WHITE ENAMEL. 1B6 BACK FILLING FOR BUILDINGS & STRUC?ORES: (m)CONTRACTOR SHALL FURNISH & I;STALL ALL LABOR & MATERIALS FOR ASPHN Li PAVING AREAS AS DfSIG- ARTICLE OF THE GENERAL CONDITIONS SHALI BE SUPPLEMEN7E0 AS FOLLOWS: THE ,CANS AND SPECIFICATIONS IAS HALL WITH FILL UNDER St AB TO PREVENT DAMAGE TO FOUNDATION HATED BY THE PLOT PLAN OR HEREIN SPECIFIED. ARi ALSO THE PROPERTY OF BURGER KING CORPORATION, 7100 N. KENDALL DRIVE, MIAMI, FLORIDA 33156 FLOORS - QUARRY TILE. WALLS, BEFORE ,LACING BACK FILL, REMOVE ALL DEBRIS & DELETEHIoUs MATERIALS FROM THE AREA TO BE I- ,► c ARTICLE M49 MATERIALS, APPLIANCES, EMPLOYEES (b)CONTRACTOR SHA L FURNISH MATERIALS & LABOR NECESSARY FOR STRIPPING AND A'1ROW5 L, P.,vINO A. BASE - QUARRY TILE. BACKFILIEG ,LACE BACK FILL IN THE SAME MANNER AS FiLI UNDER SLAB WAS PLACED. FINISHED SUB- REQUIRED BY PLANS OR SPECIFICATIONS. ARTICLE SMAII BE SU PLIMENTED AS FOLLOWS A,) NO SUBSTITUTE SMALL BE MADE FOR ANT MATERIALS, AR- WALLS - SMOOTH DRYWALL PLASTER FINISH PAINTED WHITE ENAMEL. GRADE SHALL DE BROUGHT TO EIEVAT10NS INDICATED & SLOPED 1O DRAIN AWAY FROM THE BUILDING, 2H2 MATERIALS: TICLE, SR PROCESS REQUIRED UNDER CONTRACT UNLESS APPROVED IN WRITING BY THE ARCHITECT. 8.) SHOULD CEILING - SAME Tr1E AS WALLS. 287 SITE GRADE (•)SUBGRADE SHALL BE FREE OF EX7RANfOl1SMATERIAL & COMPACTED TO A DENSITY OF 2000 185. PER SQ. FT CONTRACTOR DESIRE TO SUBSTITUTE ANOTHER MA TERIAL ARTICLE, OR PROCESS, nE SHALL APPIr IN WRITING FOIL METAL & WOOD - PAINTED WITH ENAMEL. (a)FILLS, WHERE FILL IS REQUIRED TO RAISE THE EXISTING GRADES OUTSIDE OF BUILDING AREAS TO THE MINIMUM. SUCH PERMISSION, IN WRITING STATING CREDITS 011 EXTRA INVOLVED, ME SHALL ALSO PROVIDE SUPPORTING DATA IS GENERAL DESIGN INFORMATION NEW SUBGRADE ELEVATIONS INDICATED ONi DRAWINGS. SUCH FILL SHALL BE OF EARTH, PLACED I. COMPACTED (b)BASE SMALL CONSIST OF 6" THICKNESS OF VATEP !SHRED LIME ROCK OR f,RUSMED ROCK, AND SAMPLES FOR THE ARCHITECT'S CONSIDERATION C.) AT ENO Of FIRST SENTENCE OF ARTICLE 4'9 ADD CON- ________________q0 PSF AS SPECIFIED. THE QUALITY Of THE FILL MATERIAL SHALL BE APPROVED BY T✓2 ARCHITECT IF THE ARCH- �� CONCRETE 11 ,IBI TM OOF 11V l I L !NG SNOW LOAD)------------------ ITECT DEEMS IT NECESSARY, THE FILL MATER1Al SHALL BE REASONABLY FREE FROM ORGANIC MAT (c)2 THICKNESS ASPHALT CON_R_lE HOT MIX AT A CENTRAL ,LAMS, POSES. 1l SHALI PROVIDE AND PAY PAY ALL WATER, ELECTRICITY, GAS 6 TELEPHONE NECESSARY FOR BUILDING PLR- IB2 THE ROOF DEAD LOAD (INCLUDING MECHANICAL EQUIPMENT) --- ----38 PSF, C MATERIAL & (d)STANDARD YELLOW TRAFFIC PAINT SHALL BE USED FOR STRIPPING 6 ARROWS. POSES. APPLICATION F011 FINAL PAYMENT SHALL BE ACCOMPANIED By RECEI,TED Blll SETTING FORTH THAT ALL "--_"---"- -"-" CHARGES FOR WATER HAVE BEEN FUMY PAID BY CONTRACTOR. IS3 WIND LOAD HORIZONTAL----------------------- ______-_______________40 PSF, SHALL NOT CONTAIN MORE THAN 15X, OF CLAY OR LOAM AND NO HUMUS NOR STONES LARGER THAN 4 INCHES IN 2M3 WORKMANSHIP ' ARTICLE M50 91MVEYS, PERMITS, LAWS 4 AEGULATIom 104 DESIGN FOUNDATION PRESSURE----------------------------------------------2500 PSF. DEPTH OF 6" PLACE THE MATERIAL IN ER;AL,51HE SURFACE OF LAYERS T ARIFIED TO A , DIAMETER. ,PLOP TO ✓LACING FI!L M TER;aL, THE SURFACE OF THE GROUND SHALL BE SC (•)CONTRACTOR SNAIL INSPECT AREA TO BE PAVED L SATISFY HIMSELF THAT All SUB�RAOE CONDITIONS ARE IC SPECIAL PROVISIONS L E S NO MORE THAN 8" THICK UNDER SUFFICIENTLY CARRIED OUT l0 INSURE A GOOD PAVING JOB, OE'E?F THE FIRST SENTENCE ONLY OF ARTICLE PI! Ui GENERAL C,1MIE t10NS AND SUPPLEMENT AS REQUIRED SPA- ICI M CTOR SMALL WANISH A CARPENTER OR GOOD HANDYMAN TO ASSIST EQUIPMENT INSTAILA- SURFACED AREAS. COMPACT EACH LAYER OF FILL By ROLLING OR TAMPING TO 90 PER CENT Of MAXIMUM vEyS SMAII BE FURNISHED Br BURGER KING CORPORATION. THE '..ENERAI fONTRACTOR SHALL BE REQUIRED TO PAY (b)ASPHALT LAVING SHNII NOT BE PLACED IN FREEZING WEATHER N011 ON FROZEN GROUND. SSUO 00. FIVE HUNDRED DOLLARS, TO THE NArlONAI UfVEIOPMENT, DIVISION OF BURGER KING ORP- FOR TION PERSONNEL IN ASSEMBLY OF BOOTHS ANO INS?ALlATION OF EQUIPMENT. THIS '.'ILL INVOLVE APPROxI- DENSITY AT OPTIMUM MOISTURE CONTENT. THE DEGREE OF COMPACTION SHALL BE DETERMINED & CONTROLLED 21 BUMPERS 6 FENCES VICES AND PLANS. SER- MAYFLY SEVEN (7) DAYS. THE /LUMBER 6 ELECTRICIAN SNAIL NOOK UP ALL EQUIPMENT, SHOWN ON LAST IN ACCORDANCE WITH THE AMIERICAN ASSOCUITION OF STATE HIGHWAY OFFICIAISIAASc40), "STANDARD METHOD OF TESTING FOR THE COMPACTING AND DEN SITY OF SOIL T_99 COMPACTION SHALI BE ACCOMPLISHED Br 211 OF K: ARTICLE M51 PROTECTION OF WORK AND °ROPERTv SHEET, THE U (a)CONTRACTOR SHALL FURNISH MATERIAL LABOR 70 INSTALL BUMPERS & FENCES AS REQUIRED 0 THE SUPPLEMENT ARTICLE 12 OF GENERAL CONOIFIONS AS fOLLNNAHS A,I CONTRACTOR SHALI. PROTECT All STREETS & IC2 THE CONTRACTt0l1 SHALL PROVIDE THE RESTAURANT EQUIPMENT MANUFACTURER, OAVMOR, WITH A SIX WEEKS USE Of POWER ROLLERS OR OTHER MECHANICAL EQUIPMENT- IF NECESSARY SOIL SHALL BE MOISTENED, K, SIDEWALKS AND SHALI MAKE ALL NECESSARY REPAIRS AT DELIVERY NOTICE. THE RESTAURANT EQUIPMENT SHALL BE SCHEDULED TO ARRIVE BY THE CONTRACTOR AFTER OR ALLOWED TO DRY i0 CORRECT MOISTURE CONTENT BEFORE COMPACTION. DO NOT DEPOSIT FILL ON A SUB- 212 HATER IAOILUS�N 7HE SPECIFICATIONS, HIS OWN EXPENSE.AS B.) NTAINACTOR SHALL AT ALL TIMES THE FOLLOWING ITEMS HAVE BEEN COMPLETED: GRADE THAT IS MUOUY, FROZEN OR CONTAINS FROST, (a) METAL BUM,ER fH1All BE KCLCR KURB CORP W/COLOR FACE IN �IYELLCW �. PROVIDE S AND FIXTURES AGAINST RAIN. VINO STORMS. FROST ITT HfnT SO A5 r0 MAINTAIN ALl VpRK, MATERIALS, (a)THE BUILDING MUST BE ENCLOSED SO IT CAM BE LOCKED UP AT NIGHT. (b)ROUGH GRADING, ROUGH GRADING OF All AREAS WITHIN THE PROJECT, INCLUDING EXCAVATED AND FILLED b FENCE SMALL BE 02 PINE PRESSURETR AT WITH PAINTED.APPARATUS AND FIXTURES FREE 'ROM IMAJR" OR DAMAGE. AT IND OF DAYS WORK, ALL NEW WORK LIKELY TO BE SECTIONS AND ADJACENT TRANSITION AREAS SHA U_ WI REASOIE PR SMOOTH, COMPACT AND FREE FROM IRREG- ( ) TREATED W VOOLLMAN SALTS 6 M ED. r DAMAGED Sw1ll BE COVERED. C.) If LOW TEMPERrTURES MAKE IT IMPOSSIBLE TO CONTINUE OPERATIONS SAFELY (b)THE FLOORS SHALL HAVE FILIAL CLEANING, ULAR CHANGES UNLESS OTHERWISE INDICATED ON DRAWINGS. THE SUBGRADE SHALL BE EVENLY SLOPED TO (c)CONTINUOUS REINFORCED CURB SHAL'_ BE AS SHONN. REFER T( DIET. 12, GHT #2L, IN SPITE OF COLD WEATHER PRECAU'IONS CON'RACTOR SHALL (EASE WORK AND NOTIFY ARCHITECT. D,) ALL (c)THE WINS SMALL BE FIMISNEO 6 fllYll COAT Oi ►HINT A/►LIFO. 213 WOAKIANSNI/ IC3 THE FOLLOWING ITEMS ARE TO pE PURCHASED, ASSEMBLED ANO INSTAIlEO BY THE GENERAL CONTMCTISR. PROv'IDE DRAINAGE AWAY FROM THE BUILDIN, WALLS IN Ml CIRECt10N5 Ara GRADE HOT 1E55 THAN I/4" MFTAL BUMPERS SHALL BE KOLOR KURB, ANCHORED W/ GALV. SURE- LOK PINS WOIIK DAMAGED Br FARURE TO PROVIDE PROTECTlOK >HAII BE REMOVED AND REPLACED VITH NEW WORK AT CON- PER Fool. AT EACH END. REFER TO DET. 13, SHT # 20 TRACTORS, EXPENSE. /LEASE SE NO CHECK WITH THE SLIDER TO DAVMOR INDUSTRIES, INC., 4400 S. W. 75TH AVE., ,. 0. BOX 2C SPECIAL FOUNDATIONS ARTICLE &52 CHANGES IN WORK 7095, LUOLAM STATION, MIAMI, FLOIIIDA. ALL PRICES F. 0, p, MIAMI, 2CI SCOPE OF WORK WHEN SPEC IAI PILES ARE DEEMED NECESSARY By THE ARCHITECT HE WILL PROVIDE THE • SUPPLEMENT ARTICLE 1 OF GENERAL CONDITIONS AS FOLLOWS NO CHANGES IN WORK MAY BE ORDERED BY THE �•I.) ONE(1)"U" CHANNEL LEG (8) 4,A 4. PLATF_ - - . _- _ . - -___$ 4 4 0C CONTRACTOR WITH A SEPARATE SET OF DRAVINGS f, SPECIFICATIONS FOR THAT SPECIAL CONDITION L Joe. Division 3• CONCRETE - �.�1- t111NER UNLESS HE OBTAINS WRITTEN PERMISSION OR OM 2.) STAINLESS STEEL GUIDE RAIL-----------------------------________________$ 217.00----35 CBS. 0 BURGER KING CORP., FOR FURTHER INFORMATION SEE 3.) CHROME SHELVING-------- 7FiE CONTRACTOR SHALI FURNISH ALL LABOR F. MATERIALS NECESSARY TO COMPLETE ALL PILE WORK AS SHOWN ;ECTION BI.RGER KING CORPORATION - OWNER CONTRACT, ------------------------------------------------$ 275.00 27 00 OR SPECIFIED 3A CONCRETE FORM WORK ' ll ARC!IC;IE •53 THE CONTRACTORS RIGHT 70 STOP WORK OR TERMINATE CONTRACT '4 ) STAINLESS STEEL HOOD SOFFIT_____________________________________________ a `5.) STAINLESS STEEL HOOD------------ MO CHARGE 'D SEWAGE DISPOSAL SYSTEM SCOPE OF WOIIK CONDI?IONS IS AMENDED F. SCENTED AS FOLLOWS ON LINES SITUP, FIVE. - 01 SCG E Of WORK (&)FORM WORK VILI NOT BE REQUIRED FOR THE CONTINUOUS WAIL FOOTING WHERE SOLI CONDITIONS 6 LOCAL TICLE 073 OF T GENERAL __ ' S!X & SEVEN OF THE SECOND ,ARAGRAPH, THE PHRASE STARTING WITH THE WORDS IF THE OWNER SHOULD FAIL "6.) MENU BOARD CAN______________________________________________-__________NO CHARGE fa)WHEN A SANITARY SYSTEM IS NOT AVAILABLE +. A SEWAGE DISPOSAL SvSiEM MUST BE USED. CONTRACTOR 'I AND ENDING WITH THE WORDS "OR AWARDED Br ARBITRATORS IS STRICKEN AND THE FOLLOWING PHRASE SUB- 7.) LOCKERS —------ ----------------____ ___-_-__ ______S 2E A,00 BUILDING LAW WILL PERMIT, C b FORMS SHALI BE SO CONSTRUCTED THAT FINISH CONCRETE Wlll CONFORM TO THE G/ADES 6 DIMENSIONS IN- 8.) ALUM. METAL LIGHT TROUGH 1f QED PLpF`1IG (BOONS �, Q SIDES -$012.00 SHALL FURNISH ALL LABOR & MATERIALS TO COMPLETE All SEWAGE DISPOSAL AS REQUIRED BY DRAWINGS L ) STITUTED. 'IF OWNER SHALL FAIL TO PAY THE CONTRACTOR WITHIN THIRTY DAYS OF ITS PRESENTATION, ANv SUM SPECIFICATIONS, RIGHTED ON 'AE DRAVINGS. a: CERTIFIED BY THE ARCHITECT" 9) S T A' '1L E S S s+-i 4 R ARID SINK - - 84`Li7 (b)HOUSF SEWER OF CAST IRON: PIPE 4' OIAME7ER FROM A POINT 5'-0" OUTSIDE OF BUILDING RUNNING TO 3A2 MATERIALS: y ARTICLE b54 APPLICATIONS EDIT PAYMENT )O•) LIGHT TRLhY�H t* RED FI-PST1G (REP•12 O/JL/ M�2�•� A SEPTIC TANK OF 900 GALLONS CAPACITY BUILT OF REINFORCED CONCRETE. TANK TO BE COMPLETE WITH (a)CLEAN WOOD FORMS SHALL BE USED THROUGHOUT E%CEPS F011 ►OURED GYPSUM DECK, SEE 3D. lWl NT ARTICLE IJ24 O ERAL CONDITIONS AS FOLLOWS IF THE OWNER AND CONTAAC7OR AGREE IN 7HE IC4 I.) 20 FT FORMICA COUNTER ----------- ----- __-_ -__ -_$ 154OIL CAST IRON TRAFFIC LID PAVED AREAS UNLv, BAFFLE BOARD, CONNECTIONS S TEE FITTINGS, 3A3 WORKMNSMIP QMIER-LGNTMCTOR AGREEMENT, APPLICATIONS FOR PAYMENT MY BE DIRECTLY SUBMITTED TO OWNER IN LIEU OF `-2.) EXHAUST FAN CURB(20 GA. GALV)___--___- --- _ __S 4&00 (CiGREASE TRAP SEWER OF 4 CAST IRON PIPE FROM 5'-0 OUTSIDE OF BUILDING TO A 600 A (&)FORMS SHALL REMAIN IN PLACE FOR 'MD DAYS AFTER FOURING. THROUGH THE ARCHITECT, WHEN APPLICATIONS ARE MADE DIRECTLY TO OWNER, ARTICLE M25 CERTIFICATES FOR '•:THESE ITEMS WILL BE SHIPPED WHEN REQUESTED.THEY ARE AVAILABLE FROM DAVMOR FORCED CONCRETE GREASE TRAP COMPLETE ;H GALLON REIN- / A NT AND TO SAFELY SUIPOR-� CONSTRUCTION LOADS. L E W CONNECTIONS ONS & CAST IRON TRAFFIC LID PAVED AREAS IN (b)SECURE FORMS SUFFICIENTLY TO PREVENT DIS L CEME ►AYMEMTS 51N11 BE DELETED IN ITS ENTIRE iT AND INSERT A BURGER KING C011,, RE,RESENTATIVE SMALL WITH IND , IF THE CONTRACTOR DESIRES TO PURCHASE THEM ( PRICES F.0 8 MIAMI ) TURN TO A 600 GALLON REINFORCED CONCRETE SEPTIC TANK COMPLETE WITH CONNECTIONS & CAST IRON 38 CONCRETE REINFORCEMENT THE GENERAL CONTRACTOR MAKE A JOINT FINAL INSPECTION Of THE WORK AND IF THE BURGER ',ING CORP. RE- NOTE ' ALL OTHER ITEMS TO BE SHIPPED ON THE Ivr EQUIP TRUCK FROM DA.VMOR TRAFFIC LID IN PAVED Aafas ONLY. 3BI MATERIALS- ►RESENTATIVE SHALL DETERMINE THAT THE WORK IS SUBSTANTIALLY COMPLETED AND SHALL AUYH0111ZE FINAL PAW- (d)HOUSE SEWER SEPTIC TANK DRAINS TO AN ABSOPLTION FIELD OF 250 SQ.FT, CONCRETE TILE GREASE (&)REINFORCING BARS SHALL BE MANUFACTURED FROM NEW BILLET STEEL, INTERMEDIATE GRACE DEFORMED MMT TO CONT'ACT011, ARTICLE N55 CONTRACTORS LIABILITY INSURANCE TRAP SEPTIC TANK DRAINS TO A SOO SQ. FT, CONCRETE TILE ABSORPTION FIELD. BARS IN ACCORDANCE TO ASTM, HIS. L NT ARTICL 2 OF G N L CONDITIONS AS FOlL0115 A.) ALL CONTRACTORS SHALL LARRv PUBLIC LtA- (e)EXCAVATION BACK FILL TO SLIGHTLY ABOVE GRADE. (b)WIRE MESH OR WELDED STEEL WIRE FABRIC REINFORCEMENT SHALI BE GALVANIZED STEEL AND IN ACCOR- SUPPf)SECURE t, PAY f0A ALL PERMITS F. APPROVALS A5 MAY PI REQUIRED FCIP LOCAL AUTHORITIES HAV NG DANCE TO ASTM A185. BILITY INSURANCE IN 27 OF- Of NOT LESS THAN $ S FOLLOWS 00 FOR ONE PERSON AND $500.0LL 00 FOR SEVERAL o JURISDICTION Iv ER cFWAGE DISPOSAL rORK, ALI WORK SMALL BE IN A(LORD WITH REGULATIONS OF SUCH 3B2 VORKMANSMI, PERSONS. SIB. iOur OF DAMAGE OF NOT TEES THAN $SO,000 OO FOR ANY ONE ACCIDENT AND $100,000 00 FOR AuTHORITI (a)REINf0110EMENT SMAII BE UNCOATED ANO FREE FROM EXCESSIVE RUST, CLAIMS ARISING OUT Of TWO OR MORE ACCIDENTS. ES� ' ARTICLE M56 FIRE INSURANCE WITH EXTENDED COVERAGE Z^1 WORK NOT INCLUDED: Division Z: SITE WORK (b)REINFORCEMENT SHaIL BE ACCURATELY POSITIONED AND UNLESS OTHERWISE SHOWN OR POSITIONED IT (a)SEWERS EXCEPTING THOSE INCLUDED SPECIFICALLY IN DISPOSAL WORK, 1, E. AREA DRAINS. SEE STORM SNAIL BE SECIRED AW INST OIS►IACEMENT By USING, AT INTERSECTIONS, ANNEALED IRON VIRF. MINIMUM S I l OF GENERAL NYLONS IS C LE7Ely VOIDED F. AMENDED AS FOLLOWS THE CONTRACTOR SHALL SECTION WATER DRAINAGE. MIO DUCE. IT SHALL BE SUi►OPTED By CONCRETE OR METAL CHAIRS IRA BY SEALERS 011 BY METAL HANGERS. LL EFFECT 6 MAINTAIN "SU:LDERS RISK INSURANCE" (IN THE OWNERS NAME), WHICH IS TO INCLUDE, FIRE, Ex- 2A DEMOLITION 2D3 MATERIALS: 10 GA RECOMMENDATIONS OF 7HE CONCRETE CONCRETE M INSTITUTE AS TO SPLICING, 10UT10M 6 ►LACING ,k TENDED COVERAGE, VANDALISM, MALICIOUS MISCHIEF AND PLATE GLASS INSURANCE UPON THE ENTIRE STRUCTJRE 2A1 SCO/E OF WORK: (&)POURED CONCRETE, SHALL BE 1 2 4 MIX WITH NOT MORE THAN 6 GAL, OF WATER TO BAG OF CEMENT, OF STIRRUP HOOKS FOR REINFORCING ORS, ARE HEREBY MADE PAnT OF THIS SPECIFICATION TO THE SAME - ON WHICH THE WORK OF THE CONTRACT IS 70 BE DONE TO ONE HUNDRED PER CENT OF THE INSURABLE VALUE THERE- (&)FURNISH ALL 1AB011 6 MATERIALS NECESSARY FOR OEMOL1710N OF EXISTING STRUCTURES AS SHOWN ON PORTLAND CEMENT SHALI CONFORM TO ASTM C9 S►EC IfILATION, MIX TO RESULT IN STRENGTH OF 2000 CBS, , DRAVINGS OR AS S►ECIFIED. EXTENT AS IF WRITTEN OUT HEREIN FULL. a '. OF, INCLUDING ITEMS OF LABOR & MATERIALS CONNECTED F THE WHETHER IN OR ADJACENT TO THE SURPLUS (b)CAST IRON PIPE 6 UNCOATED, SHALI- CONFORM 70 ASTM, A74; SPECIFICATIONS FCR SOIL PIPES, UST (d)REINFORCEMENT IN F100115 OVER EARTH SMALL BE SUPPORTED BY MASONRY BLOCKING OF PROPER HEIGHT 6 IMSUMIED. MATERIALS IN PLACE OR TO BE USED AS PART OF THE PERMANENT CONSTRUCTION INCLUDING SURPLUS (b)OpTAIN 6 MY F011 All ►ERMITS REQUIRED FOIL EXECUTION OF WORK- IRON PIPE SHALL BE UNCOATED, EXTRA HEAVY HUB L SPIGOT. R INS R I HALL BE PLACE AT THE CENTER Of SLABS. ALL OTHER SPACING SMAII BE AS SHOWN ON ►CALMS.(c)MOTIFY All UTILITIES COMPANIES & ARRANGE FOR CUT OFF OF ALL FACILITIES 6 PROTECT ALL REMAIN- E 0 C NG 5 MATERIALS SHANTIES, PROTECTIVE FENCES, BRIDGES, TEMPORARY STRUCTURES, MISCELLANEOUS MATERIALS AND (c)CONCRETE TILE; SHALI CONFORM TO A57M, C14. SPECIFICATIONS FOR CONCRETE SEWER PI►ES. 3C UST IN PLACE CONCRETE [tl►Pl1ES INCIDENT TO TNF WORK, ANO SUCH SCAFFOLDINGS STAGINGS TOWERS, FORMS AND EQUIPMENT AS ARE NOT LNG FACILITIES. 2D4 WORKMANSHIP: 11 OWNED OR RENTED BY THE CONTRACTOR, EXCLUSION THIS INSURANCE IS NOT REQUIRED TO COVER ANY TOOLS 'd)PRUVIDE PROTECTION OF PUBLIC ADJACENT PROPERTY WHERE REQUIRED. 3C1 RI L (e)AL1 EQUIPMENT 6 MATERIALS RESULTING IRON THE DEMOLITION, SHALL BECOME THE PROPERTY OF *"IS (a)HOUSE SEWER & CREASE TRAP SEWER SHALL BE CONNECTED AT A GRADE NOT LESS THAN 2'-0" BELOW FIN- (a)MEASUR EME4T FOR READY MIXED CONCRETE SHALL CONFORM TO STANDARD SPECIFICATIONS OF ASTM t94-61 QWIE 0 Br HE CIAMICS. ANY TOOLS. EIUIPMENT, SCAFFOLDING STAGING, TOTTERS AMD FORMS OWNED BY OR RENTED ISM GRADE 6 SMALL PITCH UNIFORMLY TO THE SEPTIC TANK 1" PER l0'-0" MINIMUM. ALL LINES SET IN CONTRACTOR WHO SMALL REMOVE SAME FROM SITE UNLESS STATED OTHERWISE BY CONTRACT. TRENCHES WITH BOTTOMS EVENLY GRADED JOINTS FILLED WITH PRECAST ASPHALTIC GASKET, 6 SHALI ACQUIRE THE STRENGTH AT 28 DAYS OF 3000LBS. PER SQ. IN. FOR FOUNDATION ►:ORK OR STRUCTURAL I CONTRACTOR, THE CAPITAL VALUE Of WHICH IS NOT tNQ UDED IN THE COST OF THE WORK, OR aNr COOK SHAH- WORK, CONCRETE SLAP PERMITS 2500 CBS, ►ER SQ, IN. CONCRETE. TIES, BLINK HOUSES OR ANY OTHER STRUCTURES ERECTED FOR HOUSING THE WORKMEN, CERTIFICATES OF SUCH (f)ALl STRUCTURES SHALI BF REMOVED TO ONE FOOT BElOY GRADE. (b)READY MADE SEPTIC TANKS SHALL BE SET & CONNECTED IN STRICT ACCORD WITH THE MANUFACTURERS (b)IF READY MIX CONCRETE IS NOT AVAILABLE CONTACT THE ARCHITECT FOIL MIX 6 SIECIFI CATIONS, MNSURANCE SHALI BE FILED WITH THE ARCHITECT & OWNER & BURGER KING CORP, THIS INSURANCE SMALL REMAIN U2 E%CLUDED WORK DIRECTION. (c)WHEN REQUIRED ON THE PLANS, PERIMETER (CONTACT T SHALL pE 11/2" RIGID INSULATION, DYPLAST OR IN EFFECT UNTIL THE BUILDING IS COMPLETED AND APPROVED BY BURGER KING CORP. AND IS ACCEPTED BY OWNER (&)WORK TO BE EXCLUDED MUST BE Ex PIA INED N THE CONTRACT, THAT IS TO SAY WORK TO PE DONE BY (c)ALL SEPTIC TANKS & GREASE TRAPS PROVIDE CAREFULLY LEVELED TEE INLET TRAPPED DOWNWARD AT LEAST STYROFOAM. = TENANT. AT WHICH TIME OWNER ASSURES RESPONSIBILITY OF LOSSES & SHALL AT THAT TIME EFFECT & MAIN- OWNER, PLUMBER, O, ELECTRICIAN MUST BE STATED IN THE CONTRACT. 18" 6 EXTENDING UP TO GRADE WITH REMOVABLE COWL CAP & TEE OUTLET TRAILED DOWNWARD NOT OVER ONE ITAIN FIRE INSURANCE WITH EXTENDED COVERAGE UPON ENTIRE COMFLE7ED STRUCTURE. HALF THE DEPTH Of LIQUID 6 E%TENDED TO GRADE PROVIDE VITH REMOVABLE COVI CAP. „j ARTICLE M57 ACCEPTANCE OF BUILDING 2A3 WORKMANSHIP. SHEET N^ (a)THIS WORK SHALL BE EXECUTED N AN OROIRLv t. CAREF.IL MANNER, WITH DUE IONSIDERATION FOR (d)DISTRIBUTION FIELD SHALL START AT LEAST 5'-O" FROM SEPTIC TANK & SHALL BE RUN PARALLEL TO CON 7HE BUILDING SHALL BE CONSIDERED AS COMPLETED WHEN THE OWNER F. TENANT & A BURGER KING CORP. RE I- TOURS. DM IRA TILES SHALL BE I/4" APART 6 PITCH 3` TO 4" PER 100'-O". TRENCHES SHALL BE 2'-0" t. SENTATIVE OR THE ARCHITECT ALL SIGN THE FINAL ACCEPTANCE FORM. A COPY OF THE ACCEPTANCE FORM SHALL NEIGHBOR L PUBLIC. TO 1 '-6" DEEP 6 BOTTOM 4" FILLED WITH GRAVEL FILL SLIGHTLY ABOVE GRADE & TAMP LIGHTLY, G N E R A� CONDITIONS 4f FILED WITH THE ARCHITECT OR BURGER KING CORP. (b)W150NRY SIWII 8E DEnOtISHED IN SMAII SECTIONS, !. BRACING & SHORES SHALL BE USED WHERE NEC- 2E STORM WATER DRAINAGE SYSTEM11 ARTICLE M58 PROGRESS REPORTS ESSARY TO AVOID COLLAPSE OF iHF STRUC'CARE. 2E1 �(. 0 K: CORM NO rHE CONTRACTOR SHALL BE REQUIRED TO FURNISH PROGRESS REPORTS AT WEEKLY INTERVALS i0 THE ARCH1'E T Oq (c)STREET F. ROAD SHWA BE KEPT REASOMW Blr CLEAN, (a)WHEN A STORM WATER DRAINAGE SYSTEM IS REQUIRED BY THE PLOT PLAN, THE CONTRACTOR SHLI_L FURNISH BURGER KING CORPORATION PURGER KING CORP, (d)ES MATERIALS RUBBISH & DEBRIS SHALI BE PPOMPrIv REMOVED FROM THE BUILDING '. FROM THE PRE- All LABOR 6 MATERIALS NFrFSSAAY' r MPIFrE ALL STYANI WATER DAAINACF HOME OFFICES AT AI M59 fEM/011Mr TEIE►HOMES RAISES. TO 0 SYSTLM .s XfQLufO pv DATE T r� SHALL ! {. A NFS OWN Ex/EASE A JOB TELEPHONE FOR DURATION Of CONTRACT .A" LO I EXCAVATION FILLING AGRpJJTNG DaaWINGs * SPEC IFICATI17At$. 7100 NORTH KENDALL DRIVE, 5/15/67 UL cA,lls r SCnrf OF WI)aM; ' (b) 1NSTpLt_ AREA. DRAINS DRywELQS 5(zEa IN ACCO20,oNCE TO LOGALCOOE, INSTALL Mud. W'OIA• I/)/68 MIAMI, FLORIDA, 331FS6 SHALL �E•/�P.AID {OR �T CDNTRACTDA All LORAN: DISTANCE CAMS SMALL BE ►A10 FBA BT 7HE ►A#T`{ CONNECTING DAAIR Plrg, ^ �4k1WA1lr #IEQALL II�FCONTRA(T011'S iElf►NONE SERVICE BILLING Will TERMINATE ON THE FINAL ALOE/TANCE ka)IHE CONTRACTOR SHALL FURNISH All LABOR E MATERIALS NECESSARY FOR COMPLETION OF ALL EXCAVA- (c)EXCAVATION AND BACK FILL TO SLIGHTLY ABOVE GRADE M /f'r 1 2 5/10/,8 DATE. SEE ARTICLE M56. AT WHICH TIME THE PUBLIC TELEPHONE SERVICE IN THE BURGER KING STORE MOST BE TION L SITE PRE PA M TIUN AS REQUIRED IN DRAWINGS t, SPECIFICATIONS. (d)SECURE 6 PAY FOR ALL PERMITS & APPROVALS AS MAY BE REQUIRED FOR LOCAL AUTHORI7 S -'' /! 4� I /mod SCOT T 8. A R N O L D A.L A.ARCH ITECT F,E A SSOC. STARTED. BOTH TELEPHONE NIMIBERS SHALL BE FILED WITH THE ARCHITECT OR BURGER KING CORP. WHEN SERVICE (b)PROTECi10N: AGAINST DAM GE UI IAwNS, SHRUBS, TREES, RCWDS, WALKS t. OTHER wORK TWIT IS TO RE- 2E2 MATERIALS:COMMENCES. MAIN IN PLACE. • / T E MT SHA CONFORM TO ASTM SPECIFIOTIONS 150 & CONCRETE MIX SHA BE 1:2:4 MIX 7550 REO ROAD, SOUTH MIAMI, FLORIDA !f o v . ,.,I f'f,7. i . I r ,.- .. i' . . . I . I I ,r_ of' , . I . '. 3i2 WORKMANSHIP 11 RING 962 MTEAIALS ' Ia1WAT[A SNAII B[ A(MOVED FROM ALL TMENCH(S L FOUNDATIONS L KEPT MT WHILE PLACING C011CMETE. 7jl WRK H (&)ItITCHIN ROOM WALLS - 4' x 6" TILE WI TN BULL-NOSE Top Of WAINSCOT 1. Slll AM QIM�RV 111E MBE, (b)MOWYCOMKO *WORK WILL NOT K ACCEPTABLE, " Dlr� `J CARPENTRY (a)All J♦IMTS ABOUT TMIS ►[RIIETEM Of THE STORE FRONT, Ex►ANSION JOINTS, WINDOWS L DOOR fRAMK1 L TILE COI OR a7Q4 /RIGHT vNliE SUNTIIE AS MIwMCTIR(D /r LAMBRIDGE AIL[ CO, OR QUIMI TILE pLEAa F.alL3eL• (c)THI MITM00S L R[COMFANDED PRACTICES AS DESCRIBED IN A(I STANDARD 604-56 SMALL K FOLLOWED FOP OTHER EXTERIOR OPENINGS SMALL K FILLED L CAULKED WITH CAULKING COMIOUNO IMP A MMN[M TO PROVIDE (b)M[C S R 11 04 BR S R(WHIT(M$ 4^ X (M WALL TILL f�a �AU5A,t3 WINTER COMCA[iING r. ACI STANMMO 605-19 SMHALL K FOLLOWED FOP HOT WEATHER CONCRETING. SECTION IRATHLR-TIGHT SEALING. (d)SUMFACES SNAII K SCT[HS[0 TO AN EYI«. ITu( LEVEL PLANE. M ROUGH CARPENTRY 7G2 M TER IAl1: 26168 FIELD •11J DESIGN •I21 yliH COVE BASE eA3401 COLOR •727 HARVEST, UNTIL( AS FMNWFAGT !NI SC OP O N IIR[D (*)WAN[( TEQUIMEO UN THE ►IONS ►EMIMHTEA INSULATION SMALL K INSTALLED THE DLL WITH EITHER HER C THE FOR- (a)MT[TIALS SNAME BL RAND DESIGNATION TO THE WORK SITE IN THEIR ORIGINAL INBROKEM CONTAINHAS, KARIMK, BY CAMBRIDGE TILk CO. OR. AMETLdCAHO OLMAN EcQJAL.. 1 a)THIS DIVISION INCLUDES All ROUGH b fl«ISM CARPENTRY t. Mlll VOMK 6 THE INSTALLATION OF ITEMS T C ►(ASPHALT FOUNDATION OF THE W TIDING +. SMALL K SECURED TO THE WALL WITH EITHER fONCM[TE OR IMMIKACTl1RKTS LAME L HAND OH516NAr10N (L)MARBLE THRESHOLDS ►ROVIDED AT TERMINATION UNOEA DOOMS, A COLD ASPHALT Nlx, FURNISHED PUT NOT TwSTAllEO UNDER OTHER SECTIONS AS FOLl13W5 DOORS I, FINISH NAIRBVAIIE 10, DOOR (b)CAULKING, COMPOUND SMALL If A POLYMERIZED ELASTIC NON-STAINING COMP►OUND COMOSEO OF SYNTHETIC (d)PROVIDE MORTAR MIX COMPL•ING WITH ASA SPEC, A11e 959, FOR M r.SET ►ORTIAND (ENEMY WHIPIEFRAMES / RINbER, 1TEATED 011, ►161ENT$ AND ASBESTOS SLIME WHICH WILL AEMIM RESILIENT, TOUGH AND PLASTIC, le)GROUT i011 FLOORS SNAIL IE NATURAL WHITE HY M MNRTM It)[x(EPT VABUTIflof OTHERWISE SURFACE 0 OR IJ01ITSEO ON PLANS. SET TRIPSCONTINUOUSSPACES CES 4 AROIONUND JOINT STRIPS &A2 MTERIALS 0 DMENT CERAMIC TILE GROUT Br TMI WCO G0. RUES PENETRATING SLAB ABUTS VERTICAL SURFACE SEAL Jp «r5 TIGHTLY AROUND STRIPS L SPACES L AMOUNO II►[1 Wlll NOT aICOME GUMMY OM STICKY, AMC WHICH IS RESISTANT TO OXIDATION, SUM'S RAYS, NEAT AM WEA- IN EQWI MOp0AT10NS. GAOUT FDA WALLS SHALL DE 'TILE-PATE" By UPCO CO, P[METRATII/f, FLOORS. (a)All V00L SHALL It L CON FIAT, WELL SEASONS-. THOROUGHLY DRY, STRAIGHT L EACH FROM IMMIDIMi /HER. EKCE/T AS S►EC If 1ED OTHERWISE HEREIN. ►RErARAT10M Of SUIIfACES. A/►I(CATION AM CLEANING 98 VOIIKMNSH I►DEFECTS. CLIMBER SHALL COMf011M 70 TNI AMERICAM LUMBER STANDARDS SIMPLIFIED PRACTICE MECEIMIENM- I4ICOM(MEi( FLOOR SLAGS ON EARTH SNAIL K PLACID OVER WELL COMPACTED SUBWADES. OVER SMALL K IN STRICT ACCORDANCE VITN THE MHUFACTURER'S MINTED INSTRUCTIONS AND OETAII-S, ITT[- fa)VOMKMNSNI► SH BE IN ACCORDANCE WITH CURR NT A SWMM1. TION A16, MAXIMUM MOISTURE CONTENT 12% THAN SEALANT 000. POI, STANDARD GRADE. GRAY, BY THE STANDARD PRODUCTS COMPANY, F.P.G. No, S011 rUBI11HE0 Ir THE FILE COUNCIL Of AMERICA C CCEIT[D STANDARD PRACTICES OF TILE INLIST(tY ►LA(I A POROUS FILL CONSISTING Of CLEAN WASMHD GRAVEL GRACES FROM 3/4 TO 2 I/2", P(NAOUS FILL (b)DIM(wSIONIAI LUN6(M SHALL If MO. r SOUTHERN Tint OR CONSTRUCTION GAABE SIR ON CEDAR ►LYWOOOSKALL BVIIIBDON ►OlrSulflOE 'ALUM) THIOKOL CAP FLEXISEAL RUBBER BASE COM/OUW, ATE APPROVED FOR USE. 1b)THIN SET METHOD SMALL /F USED, USE TOWERED TAT SMALL K 4 ' NICK LJIHIESS OTHERWISE SHOWN. COMPACT FILL TMOROAwMLY 1 004) - ( 006) INCHES THICK 99 CRT SOAK DOUGLAS FIR BY U_S.PLYWOOD O*MORSIA-PACIFIC, ALL PLYWOODTOOF"NON-COM"TREATED BY KOPPELN 7G3 WOTKMANSNII MM MIx C0111lYINr, WITH ASA S►[CIFtG1TIDN AMID ►OLY(THYttf* FILM SIMILAR TO VISQUE[N LAP JOINTS 6 L TA►E. -1959 FOR DAY-SET ►ORTLAND C(MH(«T MORTAM. )fURHISH AHp INSTALL All FASTENING SUCH AS AILS G TINS.In)TESTS TO DETERMIM[ STRENGTH OF CONCAIrE SMALL If DOME BY A TESTING LABOMATORr RETAINED BY THE (c M (•)All SIRFACEI r0 RECEIVE CAULKING SNAII BE DRr ANO rHHp110uGHLr (CLAMED Of ALL LOOSE PARTICLES, CONTRACTOR. (d)LUMKM IN CONTACT WITH MSOWY OR COWNETE OR CALLED FOR TO IF TREATED SMLL BE GIVEN ONE OF DIRT, DUST, OIL, GREASE OR OTHER FOREIGN PATTER. (*)CLEAN WITH A SOLUTION Of KL'TMAI SOAP WATER, NO DETERGENTS. UAMP CURE TMBIEE DAYS. POLISH 3D C(MENTITIpUS DfCNS TH[ fOILOVIHG ME55URE TNEATMENTS rINTACHLOAD ►HE04AL SOLUTION 6 0 CELCUAE. DRAY SALT 75, (b)JOINTS SNAII K A MINIMUM OF I INCH IN WIDTH AM I/4 INCH IN DE/TH, EXCEPT AS INDICATED WITH CIEAw CLOTHS. 301 IAl (@)LU BETY. USED I SALT 55 OTHERWISE. WHERE ADEQUATE GROOVES NAVE HOT Kim PROVIDED, GROOVES SMALL BE PREPARED BY CUTTING (•)STEEP SUB-►IRIINS SAIL IE-allla TEES r, SMALL HAVE ONE SHOT COAT Of OUST fNNI SI TING MINT, MO- le)IUMIER USED IN AREAS AS AFORE MENTIONED WHICH IS NOT NORMALLY TREATED SMALL /E ►A IMTED WITH S 9M RAY [ILL HATER IRIS T110 COATS OF GREEw W000 llr(, AND CLEANING OUT THE MORTAR r0 rNE MINIMUM DEH AND By GRINDING 70 THE MINIMUM WIDTH, TAKING rajALL JUAIRr TILE SHALL BE EMBER FLASH AS MAruAACTURED BY AMEP.iCAr OLEAT, TILE '0„ OR VIDE All Cl1►S b OTHER ACCESSORIES REQUIRED FOP USE WITH SUB-PUEALINS. (f)BUILDING FEET CAME THAT ADJOINING METAL WORK IS HOT REDUCED IN SECTION. ORIENTAL, AS MANUFACTURED Br MOSAIC T,LE CO. FLOOR TILE SHALL PE 3 7/&"V$^K 112"; �I'VE SNAII IE IS CBS. AS►HALT SATURATED FELi,QOLVE7HELZsNElILM SNAII BE 004 M .DOB (c)yHERE A SUITABLE JOINT DACKSTOP HAS HOT KEN PROVIDED, OR WHEN THE DEPTH OF THE JOINT IS Q b GYPSUM FORM BDARD UNDER GYPSUM DICKS SHALL K SQUARE EDGE rr►[ t/2" THICK, 32" VIDE 6 SMALL INCH TMI(K, BASE SHALL BE 3;66; CAN WASH bACKSPlASN SHALL bE b x 6 % AND SILLS SMALL BE Q1661j CONFORM TO ASTM SPECIi1CAT10NS C311-55 GREATER TRAM 3/B INCH, THE BACK Of THE J01MT SNAIL /f FIRST FILLED JO WITHIN 3/B INCH Of rNK MATCHING CORNERS SHALL BE FURNISHED AS REQUIRED. tc)WELDED STEEL FAM IC SNAII K GALVANIZED L CONFORM TO ASTM SPECIFICATIONS AIRS-SIT, LONGITUDI- 6A3 WOOKPANS14I/ SURfA[F ylrN A SOFA REMOLDED FILLER STRIP FOAMED RUSSIA 00 UNOILED OAKUM FIRMLY PA 995 TYING C IN /R Tf S CURING' IML WIRES SMII NOT K LIGHTER THAN 1.12 GAUGE L SPACED HOT. THE FARMORE THAN 4" O.C. L TNANSVERSE WIRES (a)yEMlfr ALL OIMEMSIONS AT IWIDIIEf. L EXAMINE ALL ADJOINING WORK ON WHICN'MIS WORK IS 0[►EMDEMT •LACE. PACKED IN a ALL QUAR r TILE AND Ti IN STALL BE INSTALLED 9v ONE Of THE FaILOVING IHSTAILAT10N METHIjK NOT LIGHTER THAN I4 GAUGE S►ACED NOT OVER S" O.CBIC SMALL HAVE AN EFFECTIVE CROSS SEC- FOR ►ERfECT Voo1KMNSHIP. (d)Pot IMEIt AFTER CLEANING AND BEFORE THE APPLICATION OF THE CAULKING COMPOUND, ALL JOINTS to IN ACCORDANCE WITH THE AMLTCA/LE SPECIFICATION OF THE UNITED STATES OF AMERICA STANDARDS INSTITUTE, I&)EX►OSED SURFACES 1. EDGES SMALL K rINISHED SMOOTH".E, OEFACEME«T. JOINTS SHHAII BE ACCUTATEIr L TIOIMI AREA Of NOT LESS THAN 0 026 SQ. IN. ►ER FOOT OF VIOTM. WOOD, CONCRETE AND MASONRY SHALL It PRIMED WITH A QUICK MrING ►MIMfR AS RECOMMENDED By THE I*AN- M�TM O�N�.�: ►ORTLANO CEMENT MORTAR METHOD ICONYENT1pNAl SAND AND I-EMEvT MORTAR METHOD)-M RAC DINE CE FIttEO TIGHTLY. UFACTURER OF THE CAUIKi«G COM►OUwD SCRIIEO IN USAF I08,I, 108,2, ANO 108,3 - (958, 4s �ONR�/ (c NE)MSIE ►LATHS SMALL B[ SECURED TO CONCRETE SLR/ vlrN A 3 INCH pIN ►pLfER SET OT AAM SET 4• IMCNES (e)APPLICATION O►ENIMGS SHALL If COMPLETELY FILLED WI'^ CAULKING COM►OUNO, PREFERABLY BY THE MET N 2: DRY-SET ►ORTLAND CEMENT METHOD (DAY TILE, THIN-SET ►ORTLAND -EMENT INSTALLA- SECTION -D.C. MINIMUM USE Of A PRESSURE GUN. ANp SIR FACE Of 101«T SHALL It NEATLY TOOLED. EXPOSED CAULKING SMALL K TION INSTALLED IN ACCORDANCE W17H USAS 109,4, 69 FINISH CARPENTRY FACE OF WRINKLES AND UlliFORPILY SMOOTH. N ORGANIC "I)HIESIVES ( ASTIC INSTALLATION THIN-SET M ) INSTALLED IN ACCDgMICE WITH 4M MIORTAM IBM MAT RIALS: (f)TMf SURFACES OF ALL MATERIALS ADJACENT TO CAULKING APPLICATION SHALL K CLEANED Of ALL SMEARS USAS 13 ,I -"1967. 4A1 MATERIALS(a)MA�OfMr CEHEMT SNAIL CONFORM TO ASTM SPECIFICATIONS C91-60 tr►[ It L SNAII K GRRAY Il11lESS (&)SAME AS 6A2(•). Of COMP►OUNO OA OTHER SOILING DUE TO THE CAUIKI«G 0►EMTION, OTMERVISE SPECIFIED. (b)SAME AS IIA21b). (b)VARRY FLOORS: FLOOR PATTERN SHALL BE THE BRICK PATTERN THROUGHOUT WITH THE LONG LENGTH (b)PORTLAW CEMENT SMALL CONFORM TO ASTM SPECIFICATIONS CISO TYPE I, 11 04 III L SHALL K GRAY AT)MMI�OSSIBMt`LMAtSMAWAILEMDDTUREDVDARKOH OM( CHESTNUT LAN 9473 WITH APPROPRIATE TRIM PIECES IF avisbe •_ �:P w�DOWSB A GLASS OF THE TILE ►AMLLEL WITH THE FRONT OF THE BUILDING. ALL OIIARRY JOINTS IN FLOOR AMI TRIM" ALL y SHAPES SHALL BE b". FLOORS ARE TO RECEIVE A LEVELING LED OF 3/4" TO I J" BY METHOD N1, 1 EXCEPT FOR LOCATIONS WHERE WHITE Mr K REQUIRED av PLANS l7R SPECIFICATIONS. SECTION OVER SLAB, QUARRY TILE VILI TIED /f SET OVER LEVELING KD BY THIN-SET METNOO N0, 2. MIMTAR Ic)LIPE HYDRATED LIME SNAII of TY►E S OR tY►E M COMFpIIMING TO ASTM SKCIfICATIOMS C207-49 (*)COUNTER TOPS aE CIAO WITH RED woo QUICK LIME SHALL CONFORM TO ASTM SPECIFICATIONS CS-S9 b I7 SMALL K SLAKED IN ACCORMNCE VI'H (*)COUNTER TOP SPMII If FORn1CA TAN LINEN. EG3 3O SA METAL OQDRS L FRAMES SPOIL K TLA FORMULA N0. 7S9 Af IANUfACTURED eY C. E, KAISER COMPANY OR L L M - SUMCO, M BAI O W K (c)�: ALL QUARRY TIIF SUIT TILE AND TRIM SHAPES WILL IE GROUTED WITH DURANEMT, 15510, A$ MANUFACTURERS DIRECTIONS. (/)INTERIOR SHAMES, TRIM L MISCELLANEOUS WOOD WORN «OT N-/ PLC= QR INDICATED F011 MTURAI OR (s)THIS SECTION INCLUDES ALL STEEL FRAMES, All HOLLOW METAL DOOMS ANC,14OLLOw kITL• SCREEN QCt2f-_ -WUNIUFACTURCD BY C. E. KAISER CO., OR ACID-R, AS MANUFACTURED By L L M - SURCO, OR EOUAI. (d)SAND SNAIL CONFORM TO ASTM SPECIFICATIONS C144-S2T. STI11ME0 FINISHES SHALL EE # 1 F12 FHE E T CZoM ANY DEFA-D WHERE (b)THIS SECTION DOES NOT INCLUDE ALUMINUM STORE FRONT a DOOMS. (*)WHERE REQUIRED BY ►CANS OR SPECIFICATIONS JOINT REINFORCEMENT SHALL DE KMOWALL GALVANIZED (9)1LYV000 SHALL aE Ex TER1011 GRADE •-B WHERE Ex►OSEO NO SIDES, A-D VNERE EXPOSED ONE SIDE (c)SEE DOOR SCHEDULE. FLOOR PLAN, SHEET ^5 COLOR OF GROUT MAiERIAL TO Of UNION REV. WAll TEINfpll[IPG OOUGIAS FIR 011 BETTER. SA2 MATERIALS (d)40VE BASE: COVE BASE SMALL IE INSTALLED BY THIN-SET MASTIC INSTALLATION METHOD NO, J. (f)COMMUGATEO METAL WALL TIES SHALL NOT DE LESS THAN 7/4" WIDE Of 22 GAUGE COPPER BEARING STEEL 6D2 WOMIUAMSNI► NOT DIPPED GALVANIZED. (&)VEMIFY ALL DIMENSIONS AT THE BUILDING L EXAMINE All ADJOINING WORK ON VHICN MIS IFMK IS K- (S)EXTERIOR METAL FRAMES DOOR SNAII /E 18 GAUGE STEEP SHp► ►AIwTED VITN RU51 IMMIBI1111f, REO JOINTS WILL BE GROUTED THE SAME TI FOR ALL AR FLOORS. USE ►ALLED M TOO, ON EQUAL. M! LdMNIMMSHII: PENDENT FOR ►ERfECT I(ORKMNSMt1. LEAD L SMALL SE FEH(STRA 306IM WITH STANDARD SRAM[ 7 7/4' AS MANUFACTURED BY fEMESTTA COR►.. (e) H BACKfIUSH THIS VERTICAL WALL AREA WILL BE INSTALLED Iv USING THE CONVENTIONAL (a)NMTM SHALL K 00 ►ART MjMMY CEMENT, I/2 1MT IMTLAM TV9E 1 CEMENT, 3 I/2 TARTS MORTAR (b)EX►OSEO SURFACES L LOGES SNAII BE FINISHED SMOOTH L BE FREE OF SAY CUT, ARKS ON DEFACEMENTS 4040 WEST 20TH STREET, (RIC. PA, Olt TYPE F► PLAIN WITH 'U' FRAME 7 3/4' AS MANUFACTURED DY POIIUSTIC EIfENT METHOD N0. I. JOINTS SMALL BE THE SAME AS fell OUAMRr fL(10RS. 9C ACOUSTICAL TREATMENT 0 LIMITED STEEL FABRICATORS, OMAVIIL(. OHIO. 2 ,a,S r-LFG o-f FtR R F E DOO cORP. O I=LOM10ASL1 M STICAL T MIAL SHALL K Of ANY KINB, JOINTS SMALL K ACCURATELY L NEATLY BADE L FITTED TIGHT. E GRIM SNMLI K CON- (b)INTERIOR METAL FRAMESNG SMALL 9E IS GAUGE STEEL SHOP PAINTED WITH MUST INPISITI RED LEAD L (a) CELOTEX "PROT[CTONE MI ACWSTIFO - MATT FACE (TEXTURED) CEILING EDAA$ N" X 24" R I" SAIr AID THE NIAIIE WINTER- THE MIXING WATER SHALL K 1 PANT ACRYI lL0 TO 3 ARTS ILIT[R, CUlEO AS MUCH AS ►OSSIaIE E%CHIT IMP STORAGE CLOSETS L CUST001A1 SPACESR REMIND BONS, EDGES Of SMALL K "FEW-Doty'' 5 7/e' FOR 1 3/4' DOOMS AS MNUFA(iURED BY THE fEffESTMA CDR►,. 4040 VEST IOTA PLYWOOD SMALL BC BANDED SOLID STOCK MAROPIOOO GLUED WITH WATER RESISTANT ON WATER PROOF GLUE. STREET, ER IE, PA.. 5 7/8, SWINGING DOOMS WILL IE FLUSH FRAME. OR Tr►E 'U' S 7/S AS MANUFACTURED OR 71B ARMSTRONG "CERAMA-QUAND TK,4dcRTiv6 pE'S-'G,V'19GDUJT/CAC Y/Ls4S (b)MlE All MATERIALS IN A MECHANICAL BATH MIXER fM A MINIMUM OF FIVE MINUTES. All MORTAR SW1ll (c WORK SMALL SL CAREFULLY SCRIBED L FITTED TO WALLS OR OTHER FINISHED SURFACES. c K USED MAGIL IZE HWALLL OF INITIAL MIXING. N) By UNITED STEEL FABRICATORS EXCEPT SWINGINC DOORS SHALL 1[ TY►E "K", (b)SEE DIN PRODUCTS INSULAEXPOSETION. I GM ID WITH A BATIRAI ALUMINUM GAI FINISH, 'FMTK/AI[" TYPE. (nMIL L LAMINATE PANELING TO GYKIwI WITH (MRSH) C)50. (c)SEE DIVISION 7A INSULATION, (C)INSTALL GALVANIZED WAll TIES AT 24 O.C. BOTH DIRECTIONS. (c) METAL SCREEN DOOR SNAII /( 13/4' HEAVY Duty ODOR WITH A CLOSER, PUSH BAA L IOi- 9C2 VORKMNSHIr (d)MORNOT AY ,SOS SMWII HI 3/I" L ►DI«T All VYAK L RAKE J01«TS TO A OEIiN Of I/1 IM(M, DIvIsim 7: AAWTUR! PROTECTION TOM GRILL, (a)INSTALL ACOUSTICAL TILE OM AN EASTERN PRODUCTS GAIS IN ACCORDANCE WITH RIA LOACTPMER'S MECMI- I*)00 NOT Ur M101Mr OMEN TEMP►(RATUMEIS I(l0W ♦0 F UNLESS SUITABLE MEANS AS APPROVED /T THE (d)FRAMES SMALL eE PREPARED AT THE FACTORY FOR INSTALLATION OF HARDWARE L INCLUDE All NECESSARY MENOATTOM WITH INSULATION OVER ACOUSTICAL TILE.ARCHITECT ARE USED. SECTION ACCESSORIES 6 ANCHORS TO INSURE A PROPER 1NSTAlLAr10N IN ACCORDANCE WITH MANUFACTURER'S RECOM- 9D PAINTING IS BRICK MASONRY UNITS - 7A WI101H6 INSULATION III UAL 7A1 MTERIALS: MENOATIONS- (a)MICK SMALL CDNf0f1n Tp ASTM STANDARD C216.42, GRADE SW. (a)INSUlAT10N SMALL BE } INCHES THICK x 23 INCMIES VIDE K 4j IMCNES nINERAI MOCK WAll M EVER- M) VOMKMAMSHI► 9D1 M S (•)All M iEATALS SMALL K READY Mix L DELIVEM[D TO THE JOB SITE IN ORIGINMI PBIMpPEN CNITAIWAj (a)DOORS SHALL If INSTALLED AS PER MNLIFACTUREA S MECOMMENOATIONS WITH MAXIMUM ANCHOR SPACING BEARING NANO MAP* L MANUFACTURER'S NAME SHERWIN-WILLIAMS PA,INTS- (b)MICK S C NAII Bf ANT( KLIUMFUlRANGE AS MANUFACTURED Br CfEROREE HICK t Tll[COMPAMr, MCOM, USS MATS WITH INSTALLED M FACTOR Of 119 AS MANUFACTURED BY RHENIUM GYPSUM CO. OR Maas call- HALL PME TM« N' O,C, GCMG IA,ONR ST.AUNNTINE COO[0►OM,FSA,M.iRE AS MANUFACTIReD BY MEMORY BUDS, AUGUSTA,SEODA IMG f IKRGLAS CORP. D2 WORKIMMSNI► (b)WITH A METAL DECK INSULATION SMALL K I" RIGID INSULATION AS ►ES[O MANUFACTURED BY JOINS- (OOD DOGS SNAII BE STRONG. RIG10 NEAT IN APPEARANCE b FREE FROM DEFECTS. (F24ML- %%(/ \-.100 SOFFIT O,bE PRIMED W/51LVF1(-tSRITE AWN. b5951 S.\V EX7 WOOp COVFJ2 Fick COLSL Tbgf PRIMED w�A-.IdO vNOE2COATE¢; N WADED DOORS (e)\)pOP COLS,4 SOFFIT SHALL R,E PAINTED \V/2 COATS OF MIXED SAW.. A-foo AUTUMN REfi AcoP,41,*Ar1m I Ill11 ►ETMNL WALL SEAL SNIP BY' BA T LAN[ LATION CONK BI1 I - FAIRFAX 3RowN AG N 71. 1 (a)lAr UNITS IMP A RUNNING OM COM1q« BOND HORIZONTAL JOINTS SMALL K lA1B MMNZDNTAI L V[*ALGAL (c)TINE EXTERIOR WALL SHALL IMYf I" BATT INSULATION WHEN THE TITLE SHEET OF THE BECK PLANS AR[ JOINTS L FACES PLUMB L TRUE, LABELED 'UNTHEM PLANS", OMIT WHEN SOUTHERN PLANS. (a)ALL WOOD DOOMS SMALL K GLUED - 90NK0 IN ACCORDANCE TO S►ICIFICATIONS CS 171-SS APPLIED (c))ALL INTELLIu2\VALLS,CEILIW.0�OGORSe7S UVINCo SHALL RECEIVE ONE CaAkT OF \PALL PRIMER#SOALEM54PA (b)All HICK SNAII K lAfO IN A FULL LED Of MORTAR, BUTT[RH JOINTS TO INSPIRE SO111 FILLING. (d)PIRIMETER INSWIATtON IS COWERED IN DIVISION 3. USING PRESSURE L HOT PLATE OM ►LAT(w TQ PROOUCf MXIMUM ►INETRATIQII L DBMS OF GLUE JOINTS. USE 5.\v F34.1WI PRIMER (aWALLC, O}ll_Y IF THeY ARe PLASFrIZED GIN R. M. SIDE OF ,VCJO C\xgS SHALL RECeIV9: ✓z (c)KEE► WORN AS CLEAN AS ►OSSIBLE DURING CONSTRUCTION. MUSH CLEAN AS WORK PROWESS[$. (&)All OOOIS SNAII K I 3/4" THICK HOLLOW COME DOORS 7 PLY CONSTRUCTION. COATS of' CASABLANCA, A16LENT 55B KEM GLO" ALL OTHS¢SURFACES SHALL RECEIVE '!Z COA"ES OF (GEM JA2 WON*NfMI►: (d)CLEAN VITN A Cl7MVERCIAI HICK CLEANER L STIFF WIRE MUSH AFT[M COIMlETIOM OF HICK PARK L (c)All DOOMS SMALL BEAR THE STANDARD DOOM GUARANTEE Of rHf[ MTIDIMI v0oe WORK MMUFACiIRE ASSO- SAVE- LITEGt.a`� \WHITE B47\viO. ARCHITECT. WASH DOWN WITH WATER. 00 NOT USE ACIDS AS CLEANER WITHOUT (MITTEN PERMISSION Of THE (&)FULLY COVER CEILING SPACE W1TN INSULATION LEAVING w0 v010S, TTIM AROPMe GIPS. CIATION WHICH PROVIDES THAT A DEFECTIVE DOOR WILL K MErLACED AT NO CHARGE DULLING fIMST TLO VMS., (•)REAR EXfr:21o2 (7�X,¢5 $HALL RFCEIYE 2 CA475 op ENAMEL TILE 12ErJ A-3�265 S•W !K ADo1TiC)t1 AONC ETC(, ("MOP IY WITH MANUFACTURES RECOMMENDATIONS. OF USE INCCLUDING REASONABLE LABOR FOK HANGING r, FINISHING, 7c 9aLoP GOAT Ic(MOr INSULATION NAt(RIAI O« WITH (ASPiIAIT PREPARE A SMOOTH SURFACE FOR THE ROOFING MEMBRANE• (d)RECOPVWNDED MNUFACTLHR[A'S. CUATIS, MENCEL MORGAN. I►IK OR LOCKLAWO. C CONCRETE UNIT MASONRY M02 WOfIKMNSMl/ cl WRWMT 76 �►R �IN (0)SEE DOOR SCHEDULE FLOOR PLANS SHEET 5 (e)►AOTECT ALL ADJACENT SURFACES TO THOSE a(I11G FURNISHED L PROVIDE MOP CLOTHS WHERE KCESSMY. (a)CONCRETE UNIT MASONRY SMALL CONFORM TO STANDARD AGGREGATE ASTM C90 GRAD( A. 7D1 G MEE RAl: SB2 ,VORKMMSNIp (b)MIX b USE IN STRICT ACCORDANCE WITH MANUFACTURER S RECOMMENDATIONS, C2 WORKINMSMIP (a)WHEN CONCRETE /LOCK MSONRr IS USED IN LIEU Oc I x 4 WOOD STUDS TO BACK u► FACE BTICK, BIOCR i•11NSTALLATION OF Wool) DOOMS SHALL It IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. (c)VOIIKMMSHt► SHWA If THE BEST, ALL MATERIALS EVENLY BRUSHED AND SPREAD ON WITHOUT R12NS, fAij (a)lAr UNNITS VITN CELLS vERTICAI Iw RUNNING POND. LAY FIRST COURSE IN FULL MORTAR K0. MSOMRr SNAII a( THOROUGHLY COVERFO WITH ONE (OAT OF UNBENT CON. 'WATER BAw" MO. 40. aC f1 1SN ROW AND MUSH MAMKS. ONLY SKILLED MECHANICS SHALL Of EMPLOYED. ALL SURFACES OWL K SMOOTH, DO (b)►RW ICE GALVANIZED OUIROWALL REINFORCING EVERY THIRD COONSE AND CORAUGATED ANCHORS FOR PICK act AND THOROUGHLY CLEAN BEFORE MINTING, "ME REQUIRED, EXTEND REINFORCING INTO CONCRETE COLUMNS 6". (e)TMIS SECTION INCLUDES ALL FINISH HARDWARE, DOOR OPERATORS, INCLUDING rHE STOLE LOCK SET AND (d)METAL SURFACES. INCLUDING PIPING SMALL K CLEANED, FREE Oi RIUST, DINT, SCALE, GREASE AND,(�A- (c)PROVIDE 3/I" JOINTS NODDED THROUGHOUT, SOOT STOPS ON TOP OF DOORS. P(NFECILY /ONND PRIMING COATS, SAND SMOOTH BEFORE APPLICATION AND FINISH COAT, �b TMIS SECTION EXCLUDES ALL STORE FRONT HARpWARE EXCE►i 'HE LOCK SET (e)WOOD SURFACES - SAND AS NECESSARY TO ►1ROSUCI A SMOOTH PAINT FINISH, COVER ANY KNOTS AM P'TCMY CI)/0BNNIS4 TEMPLATES TO DOOM IIIAME MNUFACTURER. IF N(QUIRI.D. ►UCES VITN SHELLAC, illl NAIL HOLES VITN PUTTY AFTER ►RIME COAT, NEATLY Flll CRACK KTiIIEN 'PRIM Di�Ni�S: METALS BCi MIA1[I(IAIS AMID ADJOINING SURFACES, AND PAINT FINISH1Ef APPLIED TO WOOD SMALL IF SAINEO KTWEFM COATI, SECTION la)THE HAROWANE SCHEDULE IS ; ISTID D« THE FLOOR PLAN SH(ET •5, ACCEPTABLE MANUFACTURERS ARE (/)OEEECTS I« SHOT MIMING COATS. S►OT PRIME IN FIELD ANp S10T PRIME WELDS, TIVETS, SPACERS AIIEI STRUCTURAL METAL TAPE ON LOCKWOOD, SAI IC3 WiMKMMSHIi BOLTS AS NEQUIM(D. (&)STRUCTURAL STEEL SMALL CONFORM TO ASTM SPECIFICATION (A7-61T), (A373-SIT), (A36-61T), f4)TME MMOWAAE SNAIL If INSTALLED IN ACCORDANCE WITH MAFWFACTUREMS AECOMBE«OAT pNS. (9)GAIVANIZ[0 PE TA/ SURFACES (EXCEPT TWOS[ FACTORY PREPARED FOR MINT DAD) TREAT WIT" jKY- (AMO-19T), (MIL-6OT), (ANT-60) L SMALL BE Of USA MANUFACTURED. eD STORE FRONT SYSTEM TIOP Of 1 01. COI►KA SULFATE TO ONF GALLON WATER. APPLY WITH MUSM AID MUSH OFF WHEN M1. (b)WELDING ELECTRODES ASTM A233-7SG, [60 OM E70 SERIES. 901 5 — (h)ALL COATS SHAH IF THOROUGHLY MY KfME APPLYING SUCCEEDING COATS. (c)HIGM STRENGTH DOLTS ASTM (A325-61T)L1A406-59T). 7D 1REfORMEO ROOFING L SIDING (0)THIS SECTION INCLUDES ALL STORE FRONT WORK, COONS MTERIALS EKCEPT THE POCK SET, ( )THE COMTR SMALL MAKE PROVISIONS TO 00 MINN TOUCHING UP OF PRE-FINISIIEO PANELING 6 (d)PAINT SHOP COAT ZINC CHROMATE, FEDERAL SPECIFICATIONS TT-►-6368. 7D1 MATERIALS: 802 MATERIALS CLEAN RS, SPATTERS, ETC.. AND L[AVI PROJECT IN ACCEPTABLE MOWN. . SA2 WON KMAMSMI/ - (&)ALUMINUM SNI«GLES SHALL BE RED PERM-SHAKE AS MANUFACTURED /r ARCHITECTURAL ENGINEERING ►MO- (a)STpI FRONT SASH SHALL Of AMAMLITE 37 OR KAWNE(R COIL( SYSTEM 14.303 L 24.304 Vq.MRA((µGvA-TEEz Vx-p, erd5rC�F�5i7.A ZING plWpll \�g9jgLVL XET7 KTC E;LOCI[, ►C,eM *.WRIT (a)FABMICATION L ERECTION OF STEEL SNAII K IN ACCORDANCE WITH AMERICAN INSTITUTE OF STEEL COP- DUCTS CO., 2110 HANCOCK ST , SAN DIEGO, CALIFORNIA, OR RED ALLMM-SHAKE AS MANUFACTURED BY ,:,METER (b)STOL( FRONT VERTICAL MULLS SMALL K AIMRLITE a40244 OA KAWIf[RC- FRAMING SYSTEM 61-4524 ��hrklen p� uE/NIA�Tti� ,� � � )PIATEO %f 146114 L.USTPJV-Y ILIa. Ff.S�.STRUCTION, "S►ECIFICATIONS FOR THE DESIGN, FABRICATIONL ERECTION OE STRUCTURAL STEEL foot DUILD- ENGINEERING CO 1495 COLUMIIA AVENUE ►DST OFFIE 60X 5437 RIVERSIDE CALIFORNIA (SYRSNLICCHEOrIBNI)41-453 �R SECTION (b)S, (b)INCLUDE TOUCH U/ MINT L HOOF SEALANT b All «ECESSARY ACCESSORIES BY MNUFACTURIlRTO COMPETE (c)SETVIMG COUNTER MUMS SNAIL CONSIST oo I" X 2 SQUAfRE ALUMINUM TWIIIG AMMl11E SASH •10002 1:00(►)SINMIT COMPLETE SHOP DRAWINGS INCLUDING ERECTION PROCEDURE.AP APPRCONOVAL S L SPLICE ECEI DETAILS TO THE JOB. C)RKAMEER09D4N6W31RXXCLMSEXCEPT OVEM*ADHCMIZ WIIHIALL iE MWVLITE 4SJQ44CLb SOISM t0AI MATERIAL: TIIF ARL.NITECT f0A A►►ROVAI. DO NOT BEGIN FABRICATION UNTIL A►►RCAIAI HAS PEEN RECEIVED. (ODUILDING ►A►(A OR ROOFING FELT SW',L IE 30 PIS. AS►WAIT SATURATED MG FELT. N37ORKAM"4M-4f176611-40,WI1KRT401123631oA1NVEOtTICAL540244170tIII(MMER61-434 (S)LOCKERS LISTED IN DIVISION I SECTION SPMII BE SU►►LIED Iv TMF CONTACTOR VNEN TEQUIREO IN (t)MNE MILERS 1wDICAT LNG GALVAMIZEO SMALL K HOT DIPPED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 (d)5/8" EXTERIOR GRADE PLYWOOD GAD( C. (d)DOOMS SMALL K DOUBLE ACTING CENTER HUNG ALUM FRAMED TEMPERED GLASS.DOORS B FRAMES SMALL BE AMA. DIVISION I SECTION. (4)FILL STEEL COIMINS W/CONCRETE_IF Locn,L coo• REQUIRES IT, 1D2 YOMRMNSMI►. LITE 14ARROW STILES 00 KAWNE[R 0190 WITH APPLIED AMRLITIE 10001 STOP TO MAKE SINGLE ACTING, IDA2 v01RKMANSNI►:(*)WELDS SMII TO THE 'CODE FOP ARC I GAS WELDING IN BUILDING CONSTRUCTION" OF THE AMEMICA" (&)ALUMINUM SHINGLES SHALL BE INSTALLED AS PER MMUFACTUMES RECoo f*MT10NS. (e)HIAR0IWRE PAPAL IT[ STrIE 25C16 RAtdMEER STrtE "L.". . (•)CONTMCTM SMMII ASSEMBLE L INSTALL LOCKERS AS SMp1N OH THE ►1J1N5. WELDING SOCIETY, (b)INSTALL 5/8" EXTERIOR GRADE PLYWOOD OVER 3 2 x 4'S 2'-O" O.C., OVER THE PLYWOOD, INSTALL SO ([)DOOM CLOSER SNAII BE ROMAN L KIJP2L MODEL HHNNEM C901 IO6'QE►fMYNO HOLD OPEN ORKAMINEERS300 (&)SECURE INTO ►SHALL SM BY SCRELING LLO BRIO X 2}" SCREWS EVERY OTHER LOCKER TO THE WALL MRINi({)All WELD L ABRASIONS :NAZI BE TOUCHED UP WITH A FIELD (OAT OF ZINC CHROMATE. LIS FELT L THEN INSTALL SHINGLES. !9)GLAZE All 0►[NIPIG WITH STAMDARO ►OL ISHED PLATE GLASS I/4' THICK SE LIE Tic QWI ITV ACCORDING SUN THE SCREWS ARE SCRELED TO A II000 STUD.SAS OPEN (Eft JOIST 71E MEMBRANE ROOFING TO U.S.G.M, S►ECIi1CAT10MS •123. 106 STORAGE SMELVES MATERIALS 7I1 GENERAL (h)GLASS IMPBMERLY SET ON GLASS NOT MEETING REQUIREMENTS OA GLASS BROKEN DURING COMSrXUCTIOAF TMIS IS COVERED IN DIVISION M6.(&)O ERIES SHALL IE DESIGNED: FABRICATED : ERECTED IN ACCORDANCE WITH WILL K R(PLAC(D WITHOUT COST 70 THE OWNER, STANDARD S►E(IFICATIONS L LOAD TABLES FOR OPEN Will JOIST, AS ADOPTED BY THE STEEL JOIST INSTI- (a)aUllT-UP BITUMINOUS ROOFING MATERIALS SURFACES WHICH ROOFING li TO BE APPLIED SMALL K EVEN. IOC TELEPHONE BOOTHS SMOOTH L TMHOIIpUGHIr CLEAN G MY L FREE FROM All DEFECTS THAT MIGHT AFFECT THE A1PLICATION. (FULL CAULKING KD SMALL 9( LAID UNDER BOTTOM SASH, SEE DETAIL. TOTE. ALL JOISTS SHALL K ROMAC IG OR IBJG. LOCI MATERIALS L WORKMANSHIP:7E2 MTERIALS: IDS WORKMNSNI► (a)LONTACT COMMERCIAL SALES REPRESENTATIVE OF BELL TELEPHONE COMPANY AND FOR IIISTALLATIDN Of (b)JOIST BRIDGING : OTHER ACC[SSOPI[S .HALL K CLEANED 1. GIVEN ONE SHOP COAT OF MUST INHIGITIVE (s)WITH A METAL DECK ROOFING MATERIALS SMALL It CRYSTAL STEEP ASPHALT, VAPORMM, 40. 15 AS►MlT (a)STORE FRONT MTERIALS SHALL 9( INSTALLED AS PER MANUFACTURERS INSTRUCTIONS L RECOMMENDATIONS. ACOUSTI-CALL MODEL 20 ACOUSTICS OEVFlO►MENT COR►ORATION, 1061 NORTH WEST HIGHWAY, PARK PIDG1,PAINT IN ACCORDANCE WITH STEEL STHU(TW ES PAINTING COUNCIL S PAINT SYSTEM SSPC-I-S5-. FELT, ANf.HIQM BOMO CEMENT AS MANUFACTURED BY BARRETT. IN ACCORDANCE TO BARRETT SPECIFICATION NO 7: � � � ILLINOIS,OR MODEL KS-19267 '"FRUITWOOD" SHELF MOUNTED, BY BELL TELEPHONE SYSTEM SB2 WORKMNSMIr S201MS OR JOHNS-MNVILLE ASBESTOS FINISHING FELT OR JOHNS-MNVILLE PLANT BASE FELT, JO►H/S-MN Dow- SECTION 100 TOILET L DATM ACCESSORIES •) ERECTION SNALI IE IN A((OIRpA«(E WITH S►ECiFI(AiIONS OF STEEL JOIST INSTITUTE. VILIE I�p AS►(MIT, /IS ASPHALT SATURATED RAG FLIT, JOMMS-MNVILLE AQIMDAM AS MNUFACTUIIED BY TOOT SCO1E DF vOTK(b)SUBMIT COMPLETE SHOP DRAWINGS IN(LUDING ERECTION PROCEDURES. CONNECTION DETAILS L SPLICES TO JOHNS-MNYIIIE IMP ACCORDANCE TO JOWS-MMANVILLE SPECIFICATION 60). 9A GYPSUM DRYWALL (0)TOILET PARTITION vlll NOT BE INSTALLED EXCEPT WHEN NEQuIAEO BY CODE OR PLANS. ARCHITECT FOR APPROVAL. 00 NOT KG�N FABRICATION UNTIL APPROVAL. (b)VITH A GY►S1171 BECK ROOFING MATERIALS SAIL BE TM( SAME AS WITH THE METAL DECK EXCE►T SAMMETT 9A) 0 V N IOOZ MTERIALS- (c)SET J01ST LEVEL TD SrACIwG SHOWN WITH A MINIMUM BEARING OF 4 INCHES ON MASONRY CONCRETE L 2 SPECIFICATIONS 520-G. (&)THE MATERIALS L WORK REQuTR(O UNDER THIS S%CTION SNAII INCLUDE THE IJAOM L MATERIAL NECESSARY (a)TOILET STALL PARTITIONS SNAII K ACCORDING TO DRAWINGS ANO AS MNUfACTLREO, fMR1U fRAN- 1/2" OM STEEP r. 3 5/G ON W000. (OGRAVEI M SLAG SMALL IF HARD L CLEAN L SPREAD 300 OR 400 LIS. PER TOO SQ. FT. MATERIAL SMALL TO COVER ALL STUD WAIL, STEEL JOIST L COLAIMNS WITH 5/I" GYPSUM MVWAII EXCEPT 1NE SURFACES TO K CHIS[D FABRICATORS, OR ARCHITECT APPROVED EQUAL. PLASTIC LAMINATE SMALL It ,OINKS TD EXTERIED SC MITAI DECKING BE GRADED FROM 1/4 INCH TO 5/S INCH IN SIZE. COVEREp WITH ACOUSTICAL CEILING MATERIAL, R SCI MT IALS 7E3 WON MONISM I►: 9A2 MATERIALSA-/ GRADE ►1N000, USING A THERMO SETTING PLASTIC RESIN ADHESIVE. ALL LAMINATING SMALL K ►ENFORPEO uNOEM CONTINUOWS MEAT Of A►MOxIMTEIr 2CO DEGREES AND PRESSURE Oi NOT LESS TIAN BR KIHG STEEL UNITS "A(a)DECKING SHALL I( PREFAICATEO 'NTERLO( " TYPE NARROW MG ASMFO.BY WMKELING. (a)MITAL DECK: INSTALL MEMBRANE ROOFING IN ACCORSAIICE TO MNUFACTURER'S RECOPWNIDAtION. BAR- (a)KS/1MLL FIRESTOI, GLASS EIDER REINFOIICED 6r►SUM WALLBOARD, 5/8" AS INDICATED, 3000 POUNDS. STILES, ►ANELS ANO D0011S SHMII aE UMIIMTEO TO CORRECT DIMENSIONS, AM SHALL K 11 GRANCO OR PWHnN I. HAVE A FACTOR, PR,M(D PAINT FINISH. DECK UNITS SHALL BE ROLLED-FORMED FROM M[TT SIOIMS. JOHNS-fANVIIIE SOI M 425E-5. (b)DESTWAII REINFORCII«; TAPE, AMD CoMmin BEAD WHERE REQUIMED IMPrERVIOUS TO MOISTURE, ACIDS ALKALIS AND DETERGENTS PRESENT UNDER USUAL TOILET 000 CON"STEEL SHEETS NOT LESS THAN 22 GALHGF THE COLD MOLLED SHEETS SNAII COMf01LM TO ASTM SPECIFICATION! (b)Gr/SUM DECK «STALL MIMSMAMf ROOFING IN ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS, BAR_ (c)KSTIMLL JOINT SYSTEM (OM►pUNO. OtTIONS, COLOR SHALL IE AS SELECTED, FLUSH COONS SHALL FINISH I INCM THICK. FLUSH STILES (A245-61T) - IA366-S7T) COMMI(PICAL QUALITY OM NOT ROILED SHEETS CONFORMING TO ASTM Sr(CIFI(ATIOII RE TT 520G. JOHMIS-MNVIII[ 601 OR 425F-S. (d)KSTWII IAMINAtING COMPOUND, SMII FINISH I-N INCH THICK. FLUSH ANELS SNAII FINISH 7/8 INCH TTHER. IA303-5IT) - (MIS-57i) (QIWII(R(IAL OWl1Tv (c)FELT FLASMINGS SMII BE INSTALLED EXCEPT YNENE METAL FLA$HIMGS ARE SPECIFIED OR INNICATEO M (•)IMSULATIOP MATS, I_I/2" THICK % 15" x 93 EQUAL t0 PREMIUM MAMA, (b)PLASTIC LAMINAE: HIGH PRESSURE TYPE MOT LESS TMN I/i6 INCH THICK. (b)DECK SHALL BE D(S'GM(D MMUFA('UMED IN ACCORDANCE WITH CURRENT 'BASIC DESIGN SPECIFICATIONS DRAWINGS L SMII CONSIST Oi MOi LESS THAN TNIREE LAYERS Of 15 LIS. ASPHALT FELT L A CAI SHEET OF (f)NECESSARV MAILS, SCREWS, RAMSET DEVICES, ft(„ FOR TH[ COMPLETE INSTALLATION AS SHOWN Ale (c)►LYWOOO EXTI I'011 GRADE, A-9 FACES. FOR STEEL DECK (ONSIRUCTION AS ADOPTED By METAL ROOF DECK rECHNLCAL INSTITUTE. SS CBS. MINHMAI SW FACED TooFIIk. EACH LAYER CEMENTED WITH PLASTIC ROOFING CEMENT L EMD JOINTS KSCM NSHI ALL MIL; APp SCREWS USED LN OUTER LAYER OF WALL BOARp SMII K GALVANIZED, (d)S1Il( SHOES: .0)I INCH THICK STAINLESS STEEL TYPE 302, HEMMED TOP ADD BOTTOM AND Oil 10 DECKINC SHALL SAFELY SUPPORT A UNIFORMLY, DISTRIBUTED LIV( LOAD OF 50 LOS. PER SQ FT. DE- CAPPED THREE INCHES. 9A3 WORKMANSHIP FOAMED TO IT STILE. FlECrlpw SNAII NOt EXCEED 11240 Of MAXIMUM SPA« SHOW« f(P1 Ilvi lDAOS. THE UNITS DESIGN STRENGTH 7f P(TAl ROOF FLASHING L TRIM (a)INKTAII WIlSDARO IN ACCORDANCE LATH DETAILS AND SCHEDULES. IN ACCMBAPCE WITH THE MNUFAC- (0)SRACKETS. CHROME PLATED OVER COPPER ON HEAVY DIE CAST METAL, MOCK. Olt A►►RO1I90 EQML. SHALL NOT EXCEED MINIMUM YIELD STRENGTH OF STEEL OIV'DED BY 1 65 MAXIMUM WORKING STRESS SMALL 7F1. Rom—-— - TUR(A'S DIRECTIONS. SPECIFICATIONS BELOW (1)STALE NOU«TIM Y ANO i OOT FASTENINGS: HOT 01►LED GALVANIZED. M�,,QQT�� ��11((j�((EFpp 2O 000 PSI • OVIOE MHTAIL CAP L CANT STRIP FLASMING AROUND PERIMETER OF ROOF AS INDICATED ON DRAWING$, (b)IF THE DETAILS A$* SPECIFICATIONS HEREIN ARE IN CONFIIC, WITH THE MMUFACTVMER'S DIRECTIONS \(I um ST O.OW ALUMINUM ►AINTAKf SURFACE Oft 26 US GAUGE ZINC COATED STEEL, Oft ►AINTAKE STAINLESS Ia)►PACE STEEP OECD UNITS Owl SUP►OUTING FRAM[ WORK AND-ADJUST TO FINAL POSITION WITH PROPER ST7<[L CONSULT THE ARCHITECT f011 CLARIFICATION. SET BEARINGS. ENO AND SIDE LAPS IfFaRE BEING ►(RMN[NTL� SECURED. DECKING SMALL K INSTALLED IN b LETHS SMALL It 22 G1ur.( I/y INCH WIDE AT 24 INCHES O.C. (c)TO WOOD STUDS AND FRAMING (I)DOUKE LAYER METHOD MIA1l BASE I ►ER r0 STUDS WITH 60 MAILS AT 12" O.C. SECURE TAI" . (2) SINGLE VITN LAYER METHOD CO MAIL AS DESCRIBED TO AND WITH 0 MAILS T SPECIFICATIONS ACCORDANCE WITH APPROVED SMO,1 DRAWINGS AND THE MMUFACTUII(A S SPECIFICATIONS AID (MECTION LAY- (c)MAIIS SMLL •E NOT DI►►(p GALVANIZED OR NON FERROUS 12" D.C. SCE DETAILS. (I) LL WIE LAYER LAMINATING MIL SAS" ESCRIBED TO STUDS WITH 6D IMIIS AT OUTS. SECUAE DECK UNITS TO SUP►ooRiS er WELDING OR MECHANICAL FASTENING. IMP All CASES. DECK (1)GUITERS SilAll K ALUMINUM PAINTED ON GALVANIZED STEEP OR WC L SMALL BE A MINIMNBI 0! 26 G. B" D.C. AT EDGES AND 11'� O.C. EISEIN1ERf, cOMM NO UNITS SHALL FI ANCHORED TO THE SUPPOESIGNIS SPECIFICATIONS FRAMEWORK NS IN A E MNER . RESIST THE GROSS UPLIFT (wKmAl M SMALL IP Sar PIG IEAo L SOl aIOCK AIM,1ltE SHY S ITEM 7FIIF) CONT) 67 - II BURGER KING CORPORATION FORCES SPECIFIED IN TLEE BASIC DESIGN SPEC1fICAT10H5 OF SHE IMOTI. RANSET I" /INS SPACING N" 7F2 11MKIMMSMI► (d)JDIMT IfOMK JOINT VOMK SMALL It DON[ IN STRICT ACCORD WITH THE PWW$UFACTLR(R'S SPECIFICATIONS (a)JOIMTS IN COMIIMINUS MINIS OF IO' 011 LLSS MY IE SOIDERKD. JOINTS IN RUNS OVER 20' SHALL K WITH THE MATERIALS ABOVE MENTIONED FOR A 'OMI-MTERIAI" TREATMENT. CORRECT AMY SURFACE DAMAGED OAT[ HOME 0FF10E3 AT 3 C OR SPOT wCLO A7 24 0c Ale DEFECTS, LEAVE SMOOTH AND READY FOR PAINT. 7100 NORTH KENDALL DRIVE, ( )1fElDEO CONNECTIONS TO STEEP SUPPORTS SNAII IE FUSION TYPE PERFORMED BY COMPETENT WELDERS WHO WATT JOINS WI'M A I/B" CLEARANCE PROVIDED FOR EXPANSION OVER A IL" MINIMUM BACK-l1 S[CTIDN S/IS/67 _ HAVE QUALIFIED BY TESTS AS PRESCRIBED BY THE AMERICAN WELDING SOCI,fTv TO PERFORM THE Tr►f Of COATED WITH MSTIG TO MKC JOINTS WATER TIGHT, CAI FLASHING NOT EXPOSED TO VIEW MY HAVE A (•)AREAS TO K COVERED WILL NOT REQUIRE FINISHING EXCEPT FDA MPING L OME COAT Of fIMISMING COM- p� WORN REOuIMEO THE SIZES. SPACINGS AND WELDING SEQUENCE SMALL It AS RECOMMENDED BY THE DECK SIMPLE S" Up JOINT SEALED WITH A MASTIC. POUND OVER JOINT, 1/9/DO MIAMI, FLORIDA., 33156 MNUFA(TWER AND INDICATED ON APPROVED ERECTIDM LAYOUTS, OR S40P DRAWINGS. SIDE JOINTS SNAII K (b►BOTTOM ll► Of All METAL cX►OSEp TO WEATHER SNAIL K 7UMME0 BACK ON ITSELF, 9B TILE WORN I/10/68 INTERLOCKED AMID MECHANICALLY fASrENED, OR WELDED THE Tr►E AND SPACING Of FASTENINGS SMII B[ 9B1 �yaK " /j—` 4�1lGcl SCOTT B. ARNOLD A.I.A.ARCHITECT & ASSOC. DETERMINED BY THE SPAN AND THE GAUGE OF DECKING AS RECOMMENDED Br THE MANUFACTURER. FASTEN WITH TWOS�PLS A OW PEN EXPOSED TO VIEW. USE II GAUGE X 1" VIDE CLEATS AT 24" O.C. FASTENED �/� (&)CERAMIC TIIF IS COVERED IN SE(i10« 9SI L EE3 QUARRY TILE IS COVERED tN SECTION � 7550 RED ROAD, SOUTH MIAMI, FLORIDA ACCESSORIES TO DECK by WELDING DER Sr SELF-TA/►LNG SHEET METAL SCREWS. (b)TILE MANUFACTURERS SMALL K GIVEN A 51x WEEKS DELIVERY NOTICE IN (MITI ...///��� : - .. i1. , ;i -, 4. r . �. .1, ' t .:, : -- - c .. .- -.:. .... , , r ',- 4i ___ . --1v--pTTr----T. (9)IAMI UT: OOM SHAH K HUNG ON COKEALEO GRAVITY MINCES WITH SEUINLnS STEIEL PINT n[S, SAID, PRAM TMMID IN 4" LAYERS TD TOP K TREGKM, All Wm OOIK AM A LOVER MINCE SUPPORT ADM AND BELOW SEARING POINT, HINGES SMALL K RECESSED AM FORM IBA [YMY RESPECT TO TIDE iINIfH ANN QURIITr Of WMKIMNSMIP ATM MATOMl [IBA As ms 01I• (c)BIFfUt[RS ARE LISTED WITH THE IXWNST F" APPR AVID MANUPACTUR ASPS: I686 PANEL CABINETS: CONCEALED WITHIN SMS. COMPARTMENT DONS SMALL DE FITTED WITH SLIDE LATCH, BIBM[R WITH SPECTIVILY IN THE BUILDING. TUTTLE BAILEY c SHOULD K Of ANODIZED ALUMINUM, I,) (a)CABIMETS SMALL DE CONSTRUCTED OF ZINC-COATED SHEET STEEL; IN ACCORDANCE WITH UL STAMDARK FC KEEPER AND COAT HOOKS AND UST ALLOY MON-FERROUS, CHROME PLATED. ALL HARQMR[ SMILE K IN- CABINETS AND BOXES. S►ECIAI EIECTIIICAI ►ANEl Dr I.7,E., MIAMI, FLORIDA, CATALOG NAP-221190" STARRED YIiM THEFT-►ROOF SEX-DOLTS. (f)FAINTING PAINT ALL UB[MGROUND UOIIMSULATEO IIPING PITH OIE CM7 K RMPEMf CO., ND. SO (►)PROVIDE BIRO SCREENS OVER All OPENINGS, (b)CABINETS SWILL BE PROVIDED Br MIRING GUTTERS Of N01 LESS THAN 4" WIDTH AT TOP, SIDES AND 003 EXECUTION OF PORK; BITUMASTIC COATING. ►AINT ALL EX►OUD THREADS WITH A COAT Of ZINC CNRW?t. ISJ3 AIR HANDLING EQUIPMENT BOTTOM. (•)FURNISH SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. (9)►1►IIIG IN CONCRETE URA/ ALL ►111US IN COMIC atTIE WITH A LAYER OF IS LB, FELT, (a)ALl DUtt WORK SHAH BE CONSTRlKTEO IN ACCORDANCE WITH ASHORA STANDAADS I. SMALL COMPLY WITH (c)A DIRECTORY MOLDER WITH CUSS COVER AND METAL FRAME SMALL BE FURNISHED OM THE INSIDE Of EACH N)DO ALL MILLING, CUTTING AND FITTING FOR HARDWARE. (h)MOTECTION OF FIXTURES, MATERIALS AND EQUIPMENT CLOSE ALL PIPE S MINDS WITH CAPS OR PLUG$ ALL APPLICABLE CODES. ALL CONNECTIONS G MACING SNAIL K AS S►ECIilEO DY ASHORE MMOOOK. DOOR. P:IMEL DIRECTORIES SHALL BE TYPED. HOLDER AMID FRAME SIALL BE OF SUITABLE SIZE TO PROPERLY; (0111STALL ALL PARTITIONS AND HARDWARE AND CLEAN, DUIIIMG INSTALLATION, KEEP iIXTUAIS ANB 0/[MIWS PITH CAPS OR PLUGS 90146 INSTALLATION. KEEP (b)LOMGITUDIRAL SEAMS SHALL K PITTSBNRGN LOCK, LATERAL SEAMS SMALL Of SLIP DRIVE OR STANDING, LIST CIRCUIT OESIWATIONS. (1)S71LE SHAH K Cll►PEO TO MORELS WITH TMRFE GAIVANItED TENSION HOOKS RECESSED IBA MNEIf. FIXTURES AND EQUI►MENT TIGHTLY COVERED AND PROTECTED AGAINST SORT, WATER M IECIMRNICRL INJURY, SLIP SEAMS F. SHEET METAL SCREWS ARE NOT TO BE USED 1667 rM1ElBOARK AMO CIRCUIT BREAKERS: FASTENINGS TO FLOOR AND WALLS SMALL BE ADJUSTABLE. TMOROUGHIr CLEAN ALL FIXTURES, PATINIAI AND EQUIPMENT UPON COPMLETION Of TIE WORK. (c)All DUCTS ARE TO K SECURED IBA ORDER TO K FREE Oi BATTLES. VIBRATIONS G EXCESSIVE NOISES. (a)INDIVIDUAL CIRCUIT MEAKERS SMALL BE CALIBRATED AT THE FACTORY, SEALED TO PREVENT TAMPERING.(t)PAIELS, AND ENO PILASTERS SHALL BE SECURED TO WALLS WITH 3-WIMGE9 CHANNELS FM EACH PANEL M (i)WATERPROOFING WNEMEVER ANY WORK DONE UNDER THIS CONTRACT HMS TO ►IENC[ ANY WIATO POWIM, 15J4 PACKAGED AIR TEM►EMIMG UNITS GENERAL (b)MULTI-POLE BREAKERS SMALL DE OF THE COIMION-TRIP TYPE. PILASTER INTERSECTION, ?IRIS PORK SHAH BE SEALED AND MADE ABSOLUTELY WATERTIGHT TO THE SATISFACTION OF TM[ M0ITSCT, (a)SAME AS AIR HANDLING EQUIPMENT, (c)AUTNMTIC TRIP►HMG OF 7NE CIRCUIT BRUKERS SMALL BE INDICATED Br THE POSITION OF THE HANDLE. AlA CLMTR DEVIC S 50S MECHANICAL Su►POM1tIMG DEY CES MATERIALS G WORKMAMSNI►: (b)SAME AS AIR HANDING EQUIPMENT, (►)ACCESSORIES SHALL BE FIRNISIIE9 AS INOIUYE!+. IOEI iCME Of K: (a)►I►E SUPPORTS TO It MALLEABLE 00 WROUGHT IRON SUIT RING HANGERS VITH MJWSTERS. ALL MMI- (c)SAME AS AIR HAND,-LNG EQUI►MEMT, (t)NEUTML MR SMALL Bf MOUNTED OPPOSITE THE MAIN LUGS, AND SHALL HAVE NUMBERED TERMIIMLS FOR GENERAL CONTRACTOR SMALL BID AS AN ALTERNATE AN AWNING OVER TM( WINDOWS FOR THE FRONT 6 TIN ( ZONTAL SOIL, WASTE AMC BRAIMM IN BUILDING MUST K FIRMLY SUPPORTED, VERTICAL LINES SNAIL K (d)THE GENERAL ONTRACTOHt SHALL GUARANTEE 'HE AIR CONDITIONING EQUIPMENT MATERIAL AND OR FM CONNECTION' SIDES. A BUIIGEA RING REPRESENTATIVE Vlll DETERMINE IF THE AWNINGS ARE TO BE USED OR NOT PRIORI ADEQUATELY SUPPORTED. ALL SERVICE PIPING SUPPORTED 10' APART FOR PIPES LARGER TRAM 1-1/2" AM ONE TEAR PROVIDE HF OWNER HAS THE AIR COMIDITIONG SERVICED BY AN AUTHORIZED WORTHINGTON DEALER (OWIRING DEVICES: MA BE FURNISHED IN ACCORDANCE WITH SCHEDULE SHOWN ON DRAWINGS, PLATES t0 STORE OPENING. PROVIDE A SEPARATE SECTION AT DOOR 6' 10" ADM OAAK. SMILER. SOIL ►I►LNG SUI►ORTED 5' A►ALIT, COPPER TUBING SUPPORTED 6' APART. MAKERS FOR C0111 ARE TO BE PLASTIC WITH FINISH TO MATCH DEVICE Ex[E/T STAINLESS STEEL AS TO BE USED IBA TOILETS, ALLUDING, THE- .ABC -DEALER SMALL CHARGE THE OWNER 10 DV PER MONTH FOR THIS SERVICE IBA- KITCNENs AND SIMILAR AREAS.PLATES IN DINING ROOM TO BE BROWN COLOR. IOE2 MiEMUI PIPE SMALL BE COPPER PLACED. CHANNEL CT-95, CAME 95C►-G M Ir[[ G MASON N30S. ClU01NG fIITER �_HAwGE AND THE DINER SMALL PAY QUARTERLY IBA ADVANCE FM THIS SERVICE. a)TME MATERIAL SHALL K IO- U 01. FIRST GRADE, VINYL COATED ARMY DUCK ARISTOUTE RED I< 764. (b)FIXTURE SUPPORTS ALL FIXTURES SMALL BI SECURELY AMCMMID TO THE SUPPORTING SURFACES WITH ISJS PACKAGED AIR TE' ,Iw NG UNITS MATERIALS 16C MaKRANSHIP I0E3 WOORMA11SHI► STEEL EXPANSION DOLTS Oft TOGGLE BOLTS. NO WOODEN M FIKA PLUGS WILL K PERMITTED. 16C1 IIORK REQUIRED:(a)PACKAGED UN I 1 SHAH K WORTHINGTOM MODEL BK-760-125-43 4 M.P. 230-3-60 48,000 BTUM(0PROVIDE ANCHORS AND EXPANSION LOOPS WHERE REQUIRED. COOLING 115.000 r' - GAS MEATING (Q►'R. WT. 700 LDS.) MOUNTED ON TWO 69 85 STL KAM G 2" 0 x10" (a)THE WORK OF THIS CONTRACTOR SMALL CONSIST OF FURNISHING EVERYTHING NECESSARY FOR A CONS►LETE (•)AWNIIIG SMALL BE 6r-6" LG. WITH A 3/4'' PIPE ALONG BOTTOM OF AWNING, NO VALANCE. (d)HORRONTAL ANO vERrICAI RUMS OF W7ER AND SOIL PIPE; ►MOVIDE ONE LAYER Of 30-LB FELT AT ALL LONG STUB COLUMN *ILDED TO BAR JOIST.. CONTROLLEC Br ALLEN MADLEY SELECTOR SWITCHES, SEE OPERATING ELE[TRICAL SYSTEM, IN STRICT ACCORDANCE WITH THE PLANS AMO SPECIFICATIONS. IT IM- Ib)MOILEM GEAR SMALL BE AS CLOSE TO CEILING AS ►OSSIB/E. HANDLE t SHAFT SHAH BE SUP/LIED tY HANGERS AT CONTACT SURFACE OF ►1►E TO REDUCE VI NATION. Cll1DE5 ALL SUCH WORK VMETIIER LISTED IIIIDER ANY OTHER DOCUMENT CONNING A PART Of THE SPECIFICATION DIAGRAM NG ,So ,) NITS 3 c 4 SHALL K W"A WTG800TON MODEL SP-760-I50-53 560 230-3-60 AMS ANO CONTACT, HIS VOIIK, IN THE MIN, SMALL INCLUDE, BUT IS NOT M[STRICTEO T0, THE iOIIWING THE AWNING MAMUfACTURER, (e)All DUCt VDRK SU►►OMITS, HUGE A. SIZE SHAH IE DOME IN COMPLIANCE WITH ASMRA[ SRRMAMf 6 l0- 071xH COOPING 50 '1n0 ITUH GAS HEATING (0/'R vt B00 LK.1 MOUNTED ON TWO 60 8 5 STL, BEAMS G 2" (c)IMSTALL ALINING 8' FROM THE WALL ON THE SOFFIT. CAl BUILDING CODE STANOAPDS. B XIO" LONG STUB iOLUMNS WELDED TO BAR JOIST, ITEMS: IOF IDENTIFYING DEVICES 1596 VIBRATION INSULATION MATERIALS G vORKMAMSNI► (b1CONTMOILED BY ?HERMOSTATS, SEE INTERIOR ELEVATION FOR LOCATION DUCT WORK, SAME AS ISJ2(D). (b)FURNISHING A TEMPORARY SERVICE FOR THE USE OF ALL TRADES MIRING CONSTRUCTION, AS REQUIRED BY OFT I M C A OR SHAH REQUEST A JOB SIGN FROM BU116ER KING G SMALL PROVIDE A 4',X I' EXT. (a)CONTIIACTOR SHAH MEfORM WORK IN SUCH A MAMNMER AS t0 ELIMINATE OBACTIOAL NOISES. All DUCT SIZES INDICATED ON THE PLANS SMALL K FREE AREA SIZE, THE GENERAL CONTACTOR. GRAD[ BACKING FOR THE SIGN SU►►ORTED 3'-0" ABOVE THE GROUND BY 2 X 4'S. (c)DUCT vDRK ABO E ROOF SMALL K SALVANIZED SHEET METAL G SMAPI K LIMED YITM i" X 1 1/2N DUCT (c)FURNISHING A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM FOR LIGHT AND POWER, FROM POINT OF SOFT MAIM PERMANENT T SIGH THE CONTRACTOR SHAH fIMMtSH G INSTALLWIDE! FLANGE BEAMS FOR SIGH COIINMIS. 1507 TESTS: LAMER, SEAL ALL DUCT JOINTS ABOVE ROOF WITH MEMBRANE G MASTIC. DUCT YERK DElW ROOF CAN K SERVICE THROUGH DISTRIBUTION SYSTEM TO PANELS, AND 10 —L OUTLETS AND DEVICES AS INDICATED ON SEE DETAIL. (a)WTER PI►111G All WATER PIPING SMALL BE TESTED TO 100 PSIG. EITHER METAL DUC' WRAPPED WITH 1" X 3/40 INSULATION OR I" X 3 1/40 FI KAGLAS DUCT PRODUCTS AS THE PLANS' 106 REST ROOM PAPER HOLDERS FURNISH & INSTALL TWO (2) RESERVE -A-ROLL CO (b)SAMITARY PIPING TEST W,TM IO FOOT HEAD ABOVE HIGHEST POINT OF SYSTEM, MANUFACTURED BY GUSTIN-BACON HAMKRfACTUMING CO., MNUS CITY, M0, (d)ELECTRICAL CONNECTIONS FOR OTHER TRADES: Divisl" ii EQUIPMENT MODEL N° 2R-R2 SATIN (c)TESTS TO BE FOR A PERIOD OF ONE HOUR WITHOUT A DROP IN PRESSURE. d)DIFFUSERS SHAL BE ANODIZED ALUMINUM AS MANUFACTURED BY TUTTLE BAILEY (e)COMNECTION OF ALL MOTORS, STARTERS, CONTROLS, PILOT DEVICES ON DISCONNECTS, WHETHER FUR- CHROME FINISH. ISC WATER SUPPLY SYSTEM DINING ROOM 81 SERVING AREA NISHED Br rHls CONTACTOR, THE OWNER, OTHER SUCCONTMCTORS OR OTHER PARTIES SUCH AS EQUI►MFNT MATRON SC1 u Lr Ply-19 Ply-I SYSTEM: (5)T 8 B A�7-1 8 (3)1 81 B AMS-OB SIAPRIERS. (a)WArfm SUPPLY PIPING SYSTEM IS COVERED IN SECTION ISO. (f)ALL ELECTRICAL WORK INCIDENTAL TO OTHER TRADES FOR A COMPLETE WORKING INSTALLATION OF THEIR IIA SAFES b)WATER METER SMALL K 3/4" X 3/4" KITCHEN P A- ) T a BB RETURN AIR GRILL ELECTRICALLY DRIVEN EQUIPMENT, I IAA 1iETTElALS KITCHEN (8) T d B A-37-I DIFFUSERS (9)FURNISHING AND INSTALLING ALL CONDUCTORS AND RACEWAYS FOR ELECTRICAL EQUIPMENT. 15C2 DOMESTIC HOT INTER SYS'[M (a)SAF[S ONE G16RALTER CLOSET SAFE( MOSLER) 041 MONEY SAFE,(MOSLER) CODE #366110. (a)TNE HOT WATER HEATER SMALL K TWO TEMP, LBO' L.P. GAS FIRED,50 GAL./MR. W 100' RISE 96,000 U11L_ITY(I) T9 B A-37-1 (CORNER) (h)FURNISMING, INSTALLING AND LIMPING OF ALL LIGHTING FIXTURES AS SCHEDULED ON THE PLANS, AND(SEE DETAILS ON SHEET .2o BTU ROOD C01►ER SAMIMSTEA CS-5096YITM RUOD,AE20Ei87ADU0 TEMP, MIxING VALVE OR BURKEV BSOV BATHR� 8 HAULER EA.ROOM) 6�X6 T 8 B CRE-500 IBA ACCORDANCE VITH ARCHITECTURAL DETAILS, FURNISHING ALL LAMPS, FLUORESCENT AND INCANDESCENT. IIA! YORRMMSNI► WITH 97090 Olt AMERICAN STANDARD AC-55-G DELIVERS 55 G.P,H, . 100' TEMP, RISE - 2 TEMP. LBO' 6 CONTRACTOR IS TO REPLACE ALl LANK USED DIMING CONSTRUCTION VITH NEV LAM►S /RIO1t TO OCCUPANCY(a)CONTIIACTDR SHAH FURNISH AND IMSTAII SAFES AS INDICATED ON DETAIL SHEET IN ACCORDANCE WITH 140'• (e)ALL C E T BE fuHRMISNED BY THE AIR ION0171pNING CONTRACTOR G IIISTAILED BY THE EIEC_. By OWNER MOOOD SERVICE E RECOMMENDATIONS.ATIOMS. ISC3 WATER VEIL G WEIR Pl1MP TAICIAN, I (i)COMECTING OF ALL AIR CONDITIONING, 4EAiING, PIER/IMF, VENTILATION AND EXHAUST FAN COMTROIS 110 FOOD SERVICE EQUIPMENT (a)WMEME CITY WATER IS NDT AVAILABLE. CONTRACTOR SMALL PROVIDE ►LUTE WATER FROM A WELL (2000 GAL ISJ6 PACKAGED AIR TEMPERING UNITS RE CONSTRUCTED AS S►ECIFICALLr CALLED FOR ON THE AIR CONDITIONING AND MECHANICAL DRAWINGS AND AP►LICABLE MIDI Gam— /DAY HIM,) PROVIDE AMC INSTALL 1-1/2 H► ,PET PUMP, DIMING, (a)DUCTW011K All DUC'WIORK TO BE CONSTRUCTED IN ACCORDANCE WITH ASHAAE STANDARDS AND SHAH CON- S►ECIiI CATIONS. THIS MIRING IS NOT NECESSARILY SFIOWM OM THE ELECTRICAL DRAWINGS, (A)THE ITEMS NORMALLY COVERED 1N THIS DIVISION ARE IN DIVISION I SECTION C Of THE S►ECIFICATIOMS SO SOIL G WASTE SYSTEM ►lV PITH All A►PLACABLE CODES, MATERIAL SMALL K GALVANIZED IRON OFGAUGEAND SPACING AS S►ECI- G (j)COMNECTIONS TO EMERGENCY LIGHTING.ON THE LAST SHEET OF THE PLANS. ISDI 0 L t 1 I TIED BY ASHAAE HANDBOOK. (k)FUItMISHING AND INSTALLING AI.: AUXILIARY AND COMMlNI CATION SYSTEMS AS INDICATED ON THE PLANS. Division i2S FURNISHINGS ISD2 (a)THIS IS COVERED IN SECTION 150; USE JosAM 5400 FLOOR DRAINS THROUGHOUT, LONGITUDINAL SEAMS SMALL K (1)fL1M115HING AND INSTALLING All PANELS, SWITCHBOARDS, ETC., AS Stem oN PUNS, WASTE TREATMENT EQUIPMENT: ►ITTSBUIRGH LOCK OR ITS EQUIVALENT, LATERAL SEAMS SHALL K SLIP HIVE OR STANDING„ Sll► SEAMS 16C2 GENEMI: SECTION AND SHEET METAL SCREWS ARE NOT TO K USED. All SQUARE ANO SHORT RADIUS ELDOWS ARE TO K PRO- (a)WMEN WASTE TREATMENT IS REQUIRED IT WILL K INDICATED 6 SPECIFIED ON THE'-PLOT PLAN SHEET, (a)AIl EQUIrMENT SMAPI WIVE A VOLTAGE BATING SUITABLE FM TIRE SYSTEM IN WHICH APPLIED.12A FURNISHINGS 1503 SANITARY SEWERS VIDED WITH TURNING VARIES EQUAL IN QUAALITY AND EFFICIENCY TO TUTTLE G DAILY OUCTUIRNS. M/RACING (b)ALL NECESSARY SUi►OMITS REQUIRED FOR THE SAFE AND PROPER INSTALLATION OF ELECTRICAL EQUIPMENT 12A1 SCOPE (a)THIS IS COVERED IBA SECTION I50. AND S►LITTER DAM►IRS SNAIL BE PROVIDED VMIfRE SHOWN OM T►IE ►LAMS. THEY SMAPI PAYE INDICATING, SMALL K FURNISHED AND INSTALLED UNDER THIS SECTION OF THE SPECIFICATIONS, LOCKING ADJUSTMENTS SO LOCATED AS TO K READILY ACCESSIBLE, ADJUSTABLE AIA SC00►S ME TO K (c)ALL EQUIPENT ENCLOSURES OF THE FERROUS TYPE SMALL Of GALVANIZED OR FINISH MINTED ON THE (•)All FURNISHINGS WILD BE SADDITIO By BURGER KING CORP. REFER TO DIVISION SECTION C t. THE LSE ROOF DRAIMAGE SYSTEM PROVIDED AT EACH GRILLE TAKEOFF, ALL DUCTS TO BE FREE Of RATTLES, VIBRATIONS AND EXCESSIVE OUTER SURFACES, AND SMALL BE SUITABLY PROTECTED AGAINST CORROSION OR MUST.LAST SHEET ON THE PLANS F011 ADDITIONAL INFORMATION. • I C I I COVERED IM DIVISION IS SECTION B [ DIVISION 2 SITE DRAINAGE. AIA NOISES. d1TE5T5 THE CONTMC'04 SHALL PROVIDE AU. INSTRUMENTS SPEC IA, APPARATUS AND EXPERT SERVICES ISC PLUMBING FIXTURES G TRIM Division iR: SPECIAL CONSTRUCTION ( NONE ) ISFI GENERAL. I BIRO SCREEN AT ALL OifMINGi ALSO FUIIMISN G IMSTAII IECESSMY FIRE STAT, TO MAKE ALL HIE"FSSARY TESTS '0 SHOW THAT THE SYSTEM IS ABSOLUTELY CLEAR OF GROUNDS, SHORT CIR- (a)ALL FIXTURES SHALL K WHITE. (c)START-UP: THIS CONTRACTOR STALL TEST ALL EQUIPMENT AND SHALLOEMOiVSTRATE TO TiRE SATISFACTION CNITS, AND IS PROPtALY INSTALLED TO MEET THE REQUIREMENTS OF THE SPECIFICATIONS All FEEDERS, Division 14: CONVEYING SYSTEM ( NONE ) (b)THE ITEMS SPECIFIED HEREIN ARE THE TYPES OF FIXTURES TO DE FUIINISN[0 AND INSTALLED COMPLETE OF THE lUItGER KING CDR THAT ALL Ed11►MEAT IS IN GOOD OPERATING CONDITION; TORT AIA a1RNTITtES ETC., ARE TO BE CHECKED FOR VOLTAGE DROP UNDER FULL LOAD, GROUND RESISTANCE TESTS TO BE MADE AS VITH ALL TRIMMINGS AND FITTINGS LMNLESS OTH RWISE SPECIFIED INMBEM THE ITEM, iIXTIRE MURDERS AND TEMPERATURES ARE AS SPECIFIED AND REQUIRED; AIR THAT ALL COMPRESSORS, MOTORS, FAME AM OTHER DIRECTED. NOTEB AT THE /LAMBING FIXTURES ON THE DRAWINGS ARE THE SAME AS THOSE USED IN THE FIXTURE LIST, EQUI►RENT ARE OPERATING UNDER CONDITIONS AECOMENDED AS PROPER BY EACH EQUIPMENTMAMRfACTURER, 16C3 CONDUCTOR tNSTALLAT10N SUES: THE MODEL MUMKRS REFERRED 7O ARE THOSE Of THE AMERICAN STANDARD CO„ EXCEPT WHERE SPECIFICALLY (d)BALAWCE THIS CONTRACTOR SMALL ADJUST ALL COMPONENTS OF THE AIR DISTRIBUTION SYSTEM AND (•)SIZES SMIOI/M ON PLANS ARE MIN;NUM, AND SMALL NOT BE DECREASED UNDER AMv CIRCUMSTANCES. NOTEG. All EX►OSED TRIM 70 BE CHROROE PLATED, COMPARABLE FIXTURES MAIIUfAC7TR[B BY CRAPE OR OEMO?RSTRATE TO THE SATISFACTION OF THE ENGINEER THAT AIA QUANTITY, TEIPERATUIIE AND DISTRIBUTION (b)CHANGFS IN EQUIPMENT FURNISHED BY OTHERS MY REQUIRE CHANGES IN CONDUCTOR SIZES; IN SUCH Division iS: MECHANICAL KOHHIER CO. Al1E ACCEITMIE• IS SUCH THAT THE CONOITI0M5 AS SEi FORTH IN THE PERFORMANCE DESIGN DATA WILL K MET, USE THE CONTRACTOR SMALL NOTIFY THHE ARCHITECT, SECTION (c)WATER CLOSETS: AMERICAN STANWoTZI09 CADETOR KOMIER; TRYIOM K3725;BLACKOPEN FRONT (•)THf AIR COND1T10NIIOG CONTRACTOR SMALL OBTAIN G PAY FOR ALL PERMITS, LICENSES, FEES G TAXES (c)BRANCH CIRCUITS SWILL BE INSTALLED AS INDICATED ON THE DRAWINGS. CONDUCTOR SIZES SHALL BE SEAT PITH CHECK HINGES LESS COVER, AEIATI�VE tTO�NIS VOMK, AS NOTED IN THE EQUI►MENT SCHEDULES ANO/OR PANEL .ISTINGS. HOME RUINS MAY LE COMBINED. RSA GENERAL PROVISIONS I (d)LAVATORIES: AMERICAN STANDARD ►4300-40 NEW LEDG[WOOD 22'' X 19" N-21D9 HERITAGE TRIM M KOHLEM Dlvisien �. ELECTRICAL (d)CONDUCTORS USED FOR MIRING Of MOTOR CONTROL MAY BE N14 AWL. ISAI TIME CONTRACTOR SHALL K RESPONSIBLE FOR COMPLIANCE TO LOCAL WILDING CODE 6 STATE HEALTH DEPT. : IAII/TON K2701 A 22'' X 19" YITM K7452 VALVES, SEE SH. 5 ITEM 15FI(D)CONT. • 16c4 CONDUCTORS INSTALLATION JOINTS: REQUIREMENTS G WHERE DEVIATIONS ARE NECESSARY AS BUILT DRAWINGS WILL BE FORWARDED TO BURGER (e)URINAL: AMERICAN STANDARD F6500 WASHOROOK v,C. OR KOHLER MANN K4962TA WITH SLOAN CROWN SECTION (•)JOINTS: 611ANCH I_IRCUIT JOINTS SHALL UTILIZE SCOTCH LODES. KING CORP. AT COMPLETION OF THE JOB, I86-11 FLUSH VALVE OR SPEAKMAN K9tt02. MOUNT RIM HEIGHT 24" ABOVE FLOOR, 15A2 THE CONTRACTOR IS RESPONSIBLE FOR THOSE ITEMS SO INDICATED IBA DIVISION I G ON THE LAST SHEET OF 16A GENERAL (b)NO JOINTS OR TAPS Wlll BE ALLOWED IN FEEDER RUNS, EXCEPT IN JUNCTION OR PULL BOXES. THE PLANS. (f)DRINKING. FOUNTAIN: HALSEY TAYLOR STAINLESS STEEL SELF-CONTAINED WALL N(RMG-MODEL WMIIA S.S, (a)APPLICABLE PORTIONS Of THE INSTRUCTIONS IN THE SPECIFICATION 'DIVISION I G THE UST SHEET Of (GALL FEEDER JOINTS SHALL BE ALOE MECHANICALLY USING COMPRESSION TYPE SLEEVES OR LUGS FOR CON- ISA3 MATERIALS FOR THIS WORK SHALL BE NEW G IN COMPLIANCE WITH AMERICANS SOCIETY FOR TESTING MTERIAI! i�;INLESS TU► G SIDES DO OASIS STAINLESS STEEL TOP A; SiDES SELF CONTAINED WALL MUM MODEL WF- THE ►IAMB SMAPI K INCLUDED AS IF WRITTEN /HEREIN. NECTION TO PANELS AND SWITCHES, BUIRNOY OR T+B (HYPRESS) EQUIPMENT IS APPROVED - HYLINK - MYLUG. SPECIFICATIONS. (b)TNE CONTRACTOR SMALL IMFORRI HIMSELF SULLY REGARDING THE LIMITATIONS Gf SPACE AVAILABLE FM (d)INSULATION RESISTANCE OF JOINTS SHAH BE EQUAL TO M GREATER THAN THAT OF THE CONDUCTORS PSG GAS /I►ING THE INSTALLATION OF ALL EQUIPMENT AND MATERIALS. HE SMALL EXAMINE THE ARCHITECTURAL-MECHANICAL JOINED - COVERING SWILL BE SCOTCH N33 OVER WAIF-LAP►ED COVERING OF RUBBER TA►E. 15A4 ME MECHANICAL CONTRACTOR WILL PAY FOR ALL TAPPING G METERING FEES IN THIS DIVISION G SUPPLY ISGI GENERAL IMFORMTIOM AND STAUCTUMI PLANS BEFORE I BIDDING, SULLY ACQMIMTIM6 MIMSEIF WITH ALL CONDITIONS AS TO ftMYICE 16C5 CONDUCTORS INS TALUITION METHODS:BUSIER KING COMP, VITH All CERTIFICATES OF INS►ECTIOM ISSUED BY AUTNOIIITIES ►HYING JURISDICTION, (•)SEE SITE UTILITIES DIVISION 2. CONNECTIONS, GMOE, GROUND C ONDITIONS AND ALL FACTORS INVOLVED IN HI S BUILDING AMD IN T H E CON- (4)MO CONDUCTORS SMALL BE INSTALLED UNTIL ALL ROUGH WORK BY OTHER TRADES IS IN PLACE, ANO ROOF 150 BASIC MATERIALS G METHODS (b)►LUMDING CONTRACTOR SMALL SUPPLY COMPLETE GAS SERVICE TO BUILDING (BOTTLED, NATURAL OR MANIA- ►LETION Of WORK. SUBS ARE IBA PUCE. ISBN (b)AT EACH OUTLET, A 5 T c)MO EXTRA COMPENSATION Wlll 0E)C G I FITTINGS E S RIALS FACTURED), INCLUDING METER INSTALLATION AND TAPPING FEES ARID SMALL PAY ALL COSTS THEREOF. USE ( MID FOR CONDITIONS EXISTING BEFORE THEE CONTACT IS SIGNED. LOOP OF VIBE NOT LE5HAN 8" IN LENGTH SHALL BE LEFT FOR CONNECTION TO (•)CAST-IRON SOIL PIPE SERVICE WEIGHT, CLASS A, WW-P_401-C BELL AND SPICOT 7Y►E FOR All SOLI 6 2" GAS LINE TO METER GAS PIPING 2" GALVANIZED STEEL IBA ACCORDANCE WITH LOCAL COD[. USE TIGHT THIS INCLl1DE BOTH EXISTING SITE CONDITIONS AND ARCHITECTURAL CONDITIONS OF TNF PREY BUILDING. FIXTURES AND/OR DEVICES. ' WASTE LIMES, RAINWATER LINES BELOW GRADE, VENT LINES ABOVE 3" IN DIAMETER, 2" AND 3" VENTS NOT SEAL 111E ClIMPOUND ON THREADED JOINTS. VERIFY Tr PE Of GAS TO K USED WITH BURGER KING CORP. (d)THE WORK AS INSTALLED SMALL CONFORM TO ALL APPLICABLE CODES, REGULATIONS, STATUTES AND (c)ALL CONDUCTORS SMALL BE CONTAINED IN RACEWAYS. IN PARTITIONS. ALL WASTE G DRAIN PINES TO SANITAIIr MANHpIE. REGULATOR JUST KFORE METER, ANNUAL NATURAL GAS CONSUMPTION IS A►PROLIMTELY AVERAGE 14.900 cu. OMDIHANCES OF THE GOVERNMENTAL BOOZES HAVING JURISDICTION, AND TO TIME REGULATIONS OF THE POWER (d)ALL RACEWAYS SMALL BE THOROUGHLY SWABBED OUT TO REMOVE MOISTURE BEFORE WIRE OR CABLES ARE (b)GALVANIZED STEEL PIPE, SCHEDULE 40, WW-P-406, FOR EXTERIOR WATER PIING, PLUMBING VENTS 3" FT, M7 MtN. METER SIZE SHOULD K USED. CONS/ANY AND THE BELL TELEPHONE CONS/ANY. DAWN INTO PLACE. AND SMALLER IN PARTITIONS. (c)TEST GAS TO 25 /SIG fOR I ►R, ►EA100 WITHOUT A PRESSURE DROP, (t):N GENERAL, THE REQUIREMENTS OF THE MATIO[AL ELECTRICAL CODE 1965 EDITION, SHALL BE ADHERED 16C6 RACEWAYS: PER TUBE ARMS, SAFE WASTE AND CONDENSATE DRAINS, INTERIOR RAINWATER ►IPING ABOVEGRADE USE COP- ASH FIRE EXTINGUISHING SYSTEM TO. (•)ALL RACEWAYS SMALL BE RUN CONCEALED IN FINISHED AREAS. PER TUBE, DRAINAGE TYPE (DIN). (1)EXPOSED BRANCHES AT FIXTURES AND EQUIPMENT USE BASS ►PPE OR TUK, CHROME IRATE. 15MI GENERAL INFORMATION: (f)THE CONTRACTOR SHALL OBTAIN ALL PERMITS FOR HIS WORK UNDER THE CONTRACT, AND SMALL MY ALL (b)AY010 RIBS IN CONCRETE BEAMS OR OTHER STRUCTUMI MEMBERS, VNEAE SUCH RU ARE UTAVOIORBIE, ( (•) THE GENERAL CONTRACTOR SHALL FURNISH Ei INSTALL ONE HOOCH FIRE EXTINGUISHING SYSTEM EXPENSES IN CONNECTION THEREWITH. NE SMAPI BE RESPONSIBLE FOR ALl NOTICE TO THE INS/EC?ROM SUMMIT DETAILS TO THE ARCHITECT 50 THAT THE PROPER LOCATION OF SLEEVES MAY DE DETERMINED.e)LfAO ►PPE, 4 105. FOR 1" PIPE SIZE FOR FINAL DRAINAGE CONNECTION TO WATER. MODEL KHO35 CARBON DIOXIDE SYSTEM AS MANUFACTURED BY KIDDE 6 COMPANY INC. FOR BIDDING AUTHORITIES AND TO THE ARCHITECT SO THAT THE WORK MAY BE INSPECT ED BEFORE COVERING. THE CON- (OWHERE EXPOSED MCEVAYS ARE ALLWE^ OR INDICATED, THEY SHALL PRESENT A NEAT APPEARANCE. AND (f)ALL WATER PIPING, 2" AMD UNDER USE COPpt'R INFORMATION. E. INSTALLATION CONTACT MR. CLARK ADAIR ( WALTER KIODE COMPANY, 1111112 TRACTOR SMALL FURNISH THE OWNER, THROUGH THE ARCHITECT, WITH CERTIFICATES OF INSPECTION. ALL RUNS SHALL BE PARALLEL OR PERPENDICULAR TO THE BUILDING LINES AND TO EACH OTHER WITHOUT WATER TUBE W-T-7990, TYPE L,5VF1C0PPER NERVILY COATED N/ P,5ITUMASTIC• MARIETTA BLVD NW, ATLANTA GEORGIA 30325 PH 404-355.5381) IF AN ALLOWANCE ISuSED 166 MTERIALS INTERFERENCE WITH OTHER TRADES DR EQUIPMENT. SUPPORTS TO BE I HOLE CAST STORK, UNISTRUT (9)MINATER LEADERS ABOVE GPADf G NOT IN BUILDING MAY BE GALVANIZED STEEL OR PVC. NC MAY K AN ITEMIZED INVOICE SHALL BE SENT TO BURGER KING CORP RUM BELOW GRADE. GEM 1681 MEI REQUIREMENTS: TRAPEZE HANGERS, SPLIT WINGER WITH APPROPRIATE 900 WINGERS AND FITTINGS. NO PERFOMTEO STRAP ISD2 /I►E FITTINGS YORKMNSHI► (b)TWO FIRE EXTINGUISHERS FURNISHED BY THE BURGER KING CORP. SMAI!_ K INSTALLED BY TIME GENERAL (8)ELECTRICAL .-ATEMIALS, APPLIANCES, EQUIPMENT AND DEVICES FOR WHICH THERE ARE UNDERWRITER'S IRON. (+)ALL JOINTS AND CONNECTIONS MUST BE MADE ►ERMAIIENT AND K WATERTIGHT. MATERIALS, STRENGTH, 151 MOT RACONTRAC TONSASENGTHESLAMT SHEET OF THE PLANS. LABORATORIES STANDARD REQUIREMENTS SHALL HAVE LABELS ATTACHED TO INDICATE COMPLIANCE WITH THOSE (d)ALL RACEWAYS SHALL LAr FLAT TO RUNNING SURFACES, AND SHAH OE OFFSET WHERE ENTERING BOXES, P QUALITY AND MANUFACTURE OF FITTINGS FOR PI/ES LISTED IN ABOVE SCHEDULE FOR VARIOUS SERVICES ARE 1511 I 6 I MT REQUIREMENTS. WHERE MATERIALS DO NOT BEAR SUCH A LABEL, A CERTIFICATE OF COMPLIANCE SHALL BE ETC. AS fOILpIS FURMISNED, (e)DUISING CONSTRUCTION, ALL OPEN ENDS OF CONDUIT SHALL BE KEPT PLUGGED DR CAPPED. USE 1.98 (b)TWEADED DRAINAGE PIPE, FITTINGS BLACK CAST-IRON, RECESSED, THREADED DRAINAGE TYPE, CAME (a)WHEM REQUIRED BY AN INCLUSION IN THE PLANS OF A SHEET REQUIRING PERIMETER HEATING THE HOT- (b)ALL MATERIALS SHALL BE NEW AND OF FIRST QUALITY, FREE OF DEFECTS. N1460 SERIES U►IED BUSHINGS. CO., OR STOCKHAMS WATER BONIER MRELLEM NOB EI 1711C-6 VITH 175000 BTU/Mt INPUT 6 140,000 PITMAN GROSS OUT PUT, CUR- 1692 CONDUCTORS: SHAH BE COP►ER OF 98z CONDUCTIVITY. INSULATION SHALL BE 600 VOLT, NII IS MINIMIBI (f)EXPANSION FITTINGS OR OTHER APPROVED DEVICES SHALL BE USED WHERE RACEWAYS CROSS EXPANSION MtSH[D COMPLETE WITH OPERATING 6 HIMM LIMIT CONTROLS, CIAC. RELAY, GAS VALVE TRANSFERRER, HAFT GAUGE, EXCEPT FOR CONTROL OR l.Y. WORK VHfRE INDICATED, JOINTS. (,-)THREADED WTEN PIPE GALVANIZED MALLEABLE IRON, FLAT LAND PATTERN, 125 LB. USE " TITESEAL" DIVERTER, INSULATED CABINET GAS CONTROL VALVE VIM IOUX AUTOMATIC SMUT OFF PROTECTION 6 ACME (+)TY►E "1V" FOR GENERAL USE. 16C7 OUTLET BOXES: SPUSIM 0!! PIPE COMPOILIST ON Zf O THREADS WROUGH OMIY, SAFETY VALVE. (b)TYPE "TEM"FOR USE IN ALL SIZES MF AMD ABOVE. (a)SYMOOLS ON DRAWINGS INDICATE APPROXIMATE LOCATIONS ONLY, UNLESS EXACT LOCATIONS ARE SPECIFIEC (d)CAST I ON S CAST BROYOE DR WROUGHT GORIER, SOLDER-JOINT TYPE, SOX-SOY SOLDER, (b)FURNISM G INSTALL A 8 GAL EXPANSION TAM( WITH AIATROL SITTING AIR RELIEF VALVE.BRAIN VALVE (c)CIRCUIT CONDUCTORS INSTALLED IN FIXTURE WIRING CHANNELS SMALL BE N12 TYPE TM6N. INDIVIDUAL ON THE /LAMS. (�)CAOA IRON ILLl AND SPIGOT LEAD USE FITTINGS Of SALE MANUFACTURE AND WEIGHT OF PIPE, ►ACK SIGHT CUSS. FIXTURE TAP CONDUCTORS MAY BE M18, TYPE TIME FOR FLUORESCENT FIXTURES AND TYPE AF FOR IMCANKS- (b)MO►ERIY CENTER OUTLETS IN PANELING OR OTHER ARCHITECTURAL TEATIMES AS INDICATED ON THE WITH OAKUM, HIPS WITH MOLTEN LEAD AND CAULK SOLID. 1512 HOTWATER CIRCULATING SYSTEM CENT SOCKET COMNECTIOMS. ARCNITECTUMI PUNS. (f).•ROVIOE NIPPLES Of SAME MA'ERIAL AND WEIGHT AS PIPE USED, EXCEPT WHEN IENGHT Of UNTHREADED (a)FURNISM G INSTAL I AN INllllE CIRCULATING ►UPI TNIIUST MODEL �KC-3 21GPM AT 30' TDN, I/2 N/ ►ER 1683 RACEWAYS: (c)CLEAR TRIM AND CORNERS BY A MINIMUM Of 4" WHERE POSSIBLE. ►ART OF STAIIpARD '1E!GUS NIPPLE IS LESS TIN IPE SIZE USE EXTRA STRONG NIPAREPLR, 240 PER 3/60 MOTOR, (•)ALL CONDUCTORS SHALL BE CONTAINED IN MCEWYS. (d)NOUNT ALL BOXES SO TWIT COVERS AND PLATES MILL MOUNT FLUSH VITH THE kMLIS ANu CEILING (q)REDUCING FITTINGS USED WHERE CHANGES IN PIPE SIRE OCCUR, BUSHINGS ARE PROHIBITED, I513 MOT INTER TERMINAL 11111T5 (b)ALL RACEWAYS SHAH BE NOT-DIPPED GALVANIZED R;GII CONDUIT IN GROUND OR GROUND FLOOR SLAB; FINISHED SURFACES. (h)lR10N5 INSTALL EITHER GALVANIZED MALLFABIE PROM OR AMASS GROUND JOINT UNIONS IN PIPING 2" (a)►AOYIOE FINNED HEATING ELEMENT, MOOINE TY►E 4 IMS, I RW, I I/4" CO►►ER TUK VITH 4" X 4" AllN11NlM CONDUIT IS A►MOVED ONLY FOR EXPOSED INSTALLATION WORK. CONDUIT IN GROUND FLOOR SUB (e)FURNISH AND INSTALL PLASTER RINGS WHERE REQUIRED. FURNISH SURFACE COVERS FOR EXPOSED WORK, (R SMILER. FLANGES IN PIPING 2-1/2" OR LARGER IN ALL SERVICE LIMES AT EACH PIECE OF EQUIPMENT, ALUM. FINS SPACED 50 PER INCH, IN NOMINAL B" LEWTHSISMLLER LENGTH AT ENK AS REQUIRED 70 OR UNDERGROUND 1S TO BE ►AIMTEO TVO MOATS KO►PEES ASPHAITIRH MINT. (f)All FIXTURE OUTLETS SHALL BE EQUIPPED WITH "NO DOLT" TYPE OF FIXTURES STUDS, OF SUFFICIENT /HIND CHECK VAl'lES. ET SUIT SPACE. MAKE CORNERS WITH BARE COPIER TUBE 1 1/4' MOT, SIZE, PROVIDE MANGERS AT 3'-0" (c)RIGID CONDUIT SMALL BE HOT-DIP►EO GALVANIZED, INSIDE AND OUT, AND ON THE THREADS; DR ALLMI- SIZE TO SUPPORT THE FIXTURE AMD/OR DEVICE LOADS. (O USE DIELECTRIC UNIONS BETWEEN COPPER AND STEEL PIPING AND B WEER MASSYME AND STEEL. 0.[, FOR EACH LINE, !SLI►►Ir LINE AT BOTTOM) PROVIDE UNIONS 6 AIR VENTS AT RETURN B[ND. ENCLO- HUH, COP►EPA FREE. (9)FIXTUPE HANGING SYSTEMS TO BE ALL METALLIC. 1503 VALUES MATERIALS SUITE TO K MOOINE rrPE MC, FOR TWO ROIL ELEMENT, FURNISH IN 0' SECTIGwS WITH SRY1lLIR LEMGITS AT (d)FLEXIKE METALLIC CONDUIT (GREENFIELD) SHALL BE USED FOR AlL CONNECTIONS TO MOTORS ANO VIB- (h)CLOSE ALL OUTLETS DURING THE COURSE OF ROUGH CONSTRUCTION, CONCRETING AND PLASTERING WITH (a)UENEML VALVES 2 AND SMALLER ARE SOLDEFtED7Y/E. ALL SPONZE COMSTISlKTlON. ENDS AS REQUIRED TO SUIT SPACE. FINISH VITA BUTT, TRIM, END CAPS AND CORNIER PIECES AS R[QWREO. RATING EQUIPMENT, BUT IN LENGTHS NOT TO EXCEED SIX FEET. SEAITITE CONDUIT SHALL BE USED IN ALL KRAFT PAPER, EXCELSIOR OR SLIP-ON BLANK METAL PLATES. THE USE Of NEVSMPER IS NOT ►ERMISSABt[. All WAIVES DESIGNED FOR A MINIMUM WORKING ORES- 15J AIR-TEMPERING SYSTEM EX►OSEO LOCATIONS, FOIL THIS NURPOSE. S/RE OF 125 PSIG STEAM- VALVES fOR USE WITH COPIER TUBING SHAH IMAVE BRIERY TV►E ENDS, VALVES 15J1 AIR HANDLING EQUIPEENT GENERAL (t)ElEC1RICAl METALLIC TUBING (EMT) MAY BE USED IN SUES U/ TO 2" NONIN FOR ALL /CAR►OBEs EX- (i)MEIGHTS OF OUTLETS: UNLESS SPECIFICALLY NOTED OTHERWISE, ALL WALL OUT SHALL BE MOUNTED MUST HAVE MANUFACTURER'S NAME AND RATING CAST ON BODY Of VALVE. VALVES MANUFACTURED BY CAM, (•)All THE CONDITIONS OF GENERAL CONDITIONS ARE INCLUDED IN THE AIR CONDITIONING SECTION, AS CE►T AS INDICATED A00VE. All FITTINGS SHAH BE W.►. COMPRESSION TY►E. AT THE FOLLOWING HEIGHTS, MEASURED FROM THE FINISHED F100R TO THE CENTER OF THE OUTLET BOX: IQIELL, 011 STOCKMAN ARE ACCEPTA6lE, USE VALVE TYPES EQUAL TO THE FOLLOWING FIGURE MUMBLES OF WRITTEN HEREIN, AND SHALL FORM A PART OF THIS SECTION AND TOGETHER WITH THE ACCOMPANYING DRAY- (f)CERTAIN FEEDERS MAY BE ►CALLED IN NON-AfTALLIC DUCTS ENCASED IN CONCRETE AS SNOW ON PLANS. SWITCHES - 48", RECEPTACLES - 12", TELEPHONE OUTLETS - 12". THE DIMENSIONS GIVEN ABOVE ARE TO CIULNE COMPANY. INGS CONTEMPLATE THE INSTALLATION OF A COMPLETE A/C VENTILATING AND HEATING SYSTEM, THIS DUCT IS TO BE JOMHNS-MANVILLF KORDUCT WITH APPROPRIATE FITTINGS, EXCAVATION, BACK FILLING, BE USED TO COVER THE USUAL INSTALLATION DETAILS OF THE OUTII:TS INVOLVED, HOWEVER THE CON- 2 AND SMALLER (D)All ITEMS OF EQUI►MEAT AND MATERIALS SHOWN ON THE DRAWINGS OR O[SCA10[D IN THE SPECIFICA- CONCRETE TO BE IN ACCDRD PITH PROVISIONS OF OTNEM ARTS OF THIS JOB S►ICIER U1MON5 C011EAING THE TRACTOR IS TO REFER t0 ARCNITECTUMI AND EQUIPMENT DETAILS FM TIME EXACT LOCATION OF ALL OUT- . TIONS ARE TO BE FURNISHED AND INSTALLED AND PUT IN PROPER OPERATING CONDITION IN ACCORDANCE WITH ITEMS INVOLVED. ORANGEDURG DUCT IS A150 A/►ROVED. LETS BEFORE INSTALLING SAME. MEASUREMENTS ON THE PLANS, ARCHITECT'S INSTRUCTIONS AND RETAIL SOLDERED GOOD PRACTICE, MYANUFACTUREA'S WRITTEN OR PUBLISHED INFORMATION, AM/OR TiE SUPERVISING AACHI- 1604 OUTLET BOXES: PFAWMEMENTS TAKE IRECEDENCE. GATE 1310 TECT'S DECISION, THE ARCHITECT'S DECISION SNAIL BE FINAL OR QUESTIONS REGARDING QUALITY OF (•)OUTLET BOxEs SHAH BE TALVANIIEO STAMPED STEEL, 4" SQtAAE, I-j" DEEP, STEEL CITY N52151, FOP 16C8 PULL AND JUNCTION BOXES: I YdIKMN5H1/ AND/Olt GLOBE 1310 CONFORMITY TO S►ECIFICATIONS. GENERAL USE. LARGER BOXES SHAH DE USED WNERf REQUIRED TO PREVENT 11MIB11E CROYDIMG Oc WIRES. (•)SIZES SMAPI K IN ACCORDANCE WITH SECTION 370-18 OF NATIONAL ELECTRIC CODE. CHECK 1303 (c)All WORKMANSHIP AMD MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS. CONDUIT TYPE GAI,GABLE BOXES, STEEL CITY "G", MAY BE USED FOR MULTIPLE SWITCH ASSEMBLIES. SIZES (b)PULL AND JUNCTION BORES STALL BE INSTALLED WHERE RFOUIMED Br THE MATIOIAL ELECTRIC CODE STRAINER - SUCH CODES AND RF.GULATIOMS ARE TO K CONSIDERED ►ART Of THE S/tC1fICATtONS. THIS CONTRAC7ER AND DEPTHS SHALL BP AS REQUIRED By MATIONAL ELECTRIC CODE, AND AS REQUIRED Br TIME SPECIFIC DE- ANO OTHER ►OIlT10N5 Of THIS SECTION OF THE S/ECIFICATIONS, WHETHER OR NOT SHOWN ON THE PLANS, 150E VALVES WORKIANSIIIP SMALL COOPERATE WITH THE OTHER TRADES, COORDINATING HIS WORK WITH THAT OF OTHERS, AM SMALL VICES. BOx COVERS ANO PLASTER RINGS ARE TO BE USED YMIERE REq!!RED TO INSURE ASSEMBLY FINISHING ADVISE THE CONTRACTOR Of ALL SPECIAL REQUIREMENTS NECESSARY FOR THE PROBER INSTAIIATtON Of MIS FLUSH WITH SURFACE AREA. ESCUTCHEONS ►I/E SINES PASS SPRING FINISHED FLOORS, WILD IT CEILINGS, PROVIDE CHROME PLATED WORK. (b)WNEAE EXPOSED WIRING IS DOME, CROUSE•NINDS fi BOXES VITH K SERIES COVERS SHAH BE USED SHUT to ESCUTCHNEONS WITH SET SCREW,PLACED Olt OTHER DEVICE TO MOLD IT SE[IREIY IN PLACE. ISD2 AIR HANDLING EQUI►MEMT MATERIALS WHERE EXPOSED TO WEATHER, OTHERWISE 4" BOLES AND FINISH COVERS. (b)AIM CHAMERS SHAH BE /LACED AT EACH FIXTURE GROUP. ALBO MACE AIR CMMAIB[M M RISERS AM AT (•)All [xHAUST TAMS SHAH BE GREEMNECK CO., SCMWFIElO, MISCONSIN. THESE ITEPK AAE AVAILABLE (OSIZES SHOWN ABOVE ARE MINIMUM ONLY, AND SHALL K INCREASED VIHERE NECESSARY DUE TO THE SIZE �'� T�MIC� ENDS Of SU►Ilr LIMES. CHARMERS SMAPI K 20 ►I1E DIAMETER LONG, BUT NEVER LESS TIMER ID". THROUGH TRENT HALL INCORPORATED, 6500 D, E. 2 AYE. MIAM OR DA OF THE #(VICES TO BE CONTAINED.(cIIMIN FAUCETS. MIWIDE ROUGMM NICKER-ILATEO COMPRESSION LAWN FAUCETS WITH K[Y IAMI[, f0.10 I.) TO" DNA, TURBINE EXHAUST GREEINMHECK RTIO TY►E 10 AS c OARM[� T� Y�MT ATTIC SPACE. 16B5 SAFETY )WITCHES: C� ND . R Kph ATO/� il/1NGE, 3/4" FEMALE CONNECTION WITH 3/4" THREADED HOSE ENO. FROST PROOF NRDOCR, 2.) MOOD EXHAUST FAN GREENHECI' MODEL vc,6X 2f-,7 H,I, G/p A►M A7 7/' th���CFM OM a15AFETr SWITCHES SALMI. BE ir►E ND. F JSIBIE OR MOM-fUSIDIE AS INDICATED OM THE PLANS, IN THE 67 I1 R/N (d)ACCESSIBILITY THE CONTRACTOR SMALL INFORM HIMSELF FULLY REGARDING THE PECULIARITIES AM A CURB OF GALV. HTL. FURNI,HED aY DAvNoR 333w1_,{_3.3 r yS12E5 SHOWN. ENr�p3URfS SIAII CONFORM TO LOCATION, 3Y1TCM1[f MIANUFACTiREO BY I,T.E, MIAHI,FL, MOMS 0/PHC[3 AT LIMITATI0115 OF THE SPACE AVAILABLE FOR i11E INSTALLATION Of All MATERIALS UMEM THIS CONTACT. 3.) RESTISOOM EXHAUST FAN GREEIMECK MHOOEL CH-6-0, 120/I/W, I/2S H,/, AT O.S./, 12S CFM-_5_.A 2!rZ (b)ALL SWITCHES SMALL BE FURNISHED WITH THE NECESSARY WON OF POLES, AND A SOLIB-NEUTRAL LUC 7100 NORTH KENDALL DRIVE, NE SMALL SEE THAT ALL HIS EQUIPRENT. SUCH AS VALVES, THIS, CIEAIMOUTS A110 OTNEA f1KN APPMATUf Cult$ O.D. 6" X I" DUCT THOU ROOF TO 6' X B" DUCT, SHALL BI PROVIDED ON ALL 4 WIRE 3 / OR 3 WIRE I / USES. �''M/��g}\\ 5/15/67 SMAPI K READIIr ACCESSIBLE. 4.) COMPRESSOR EXHAUST FANS GREENHECK MODEL CH-10-6, 120/l,'", 1/12 N,►, AT I/B S/, 570 CFM WITH (C)SWITCHES SHALL BE INSTALLED WHERE REQUIRED YIHETIIEA S►E[IFICAIIr CALLED FOR, OR FERAEO BY e_ 1/9/68 MIAMI, FLORIDA, 33156 4 .1 ,_ 5/I0/68 r (e)CUTTING AND PATCHING: TIME CONTRACTOR SMALL PERFORM All oIEMT1oNs MEaIIMtO TO PROVIDE OPEN- BACK DRAT/ DAMPEN 16" X 16" IIE7Al HIRE 600 AM GAlll BliiUf[R WITH A RANGE, A30-I516 TIERMO- LDU710M. SCOTT B. REMOLD A.I.A. ARCHITECT & ASSOC, INGS, CHASES AND TRENCHES REQUIRED FOR THE INTRODUCTION Of MY WORK AND EQUIPMENT IBA THE WIH-1- STINT MOUNTED ON DISCONMNECT SYIiCH CAM ON 7S' 0►i 70'.- Cu tzo 81 X 21 0.D. Q)SEE No c- -T S.,,rFTl7 4�1/&R ,s \ ING, DOING ALL BACKFILLING, REPAIRING OF FLOORS WALLS, ETC., DAMAGES BY CUTTING, ALL /IPINS IBA (b)ALL DUCT WORK SHALL K COMStRUCTEO tN ACCORDANCE WITH ASHRI STANDAMOS 6 SMALL COMPLY WITH LO• 7550 RED ROAD, SOUTH MIAMI, PAss TRENCHES SMALL BE LAID ON A 6" SAND RED 11 L..::C TH HeTzv- ,..—, ,t/1e1_// e,,(/ . Division 16: ELECTRICAL (contj „ (c)WHERE MORE THAN ONE GROUP OF (ONOUCTORS PASS THROUGH A FULL OR )UN(TION BOX, ALL SHALL BE CLEARLY AND PERMANENTLY TAGGED 10 INDICATE THEIR ELECTRICAL CHARACTER I,IICS, SYSTEM, DESIGNA- TION, SOURCE AND DESTINATION 16C9 GROUNDING: (a)THE CONDUIT SYSTEM AND THE NE: RAIL CONDUCTORS SMALL BE GROUNDED. IOLLOW REQUIREMENTS OF THE NATIONAL ELECTRIC CODE 1965 EO'TION. NEUTRALS OF ALL TRANSIORMER SECONDARIES SHALL BE GROUNDED TO MINIMUM I ' COLD WATER PIPE. (b)THE GROUND CONNECTION OF THE CONDUIT SYSTEM AND 'HE NEJTRAL (ONDUCTORS SHALL BE MADE AT THE MAIN SERVICE SWITCHGEAR. (OWMERE THREE PHASE THREE WIRE FEEDERS ARE EXTENDED TC UTILIZATION EQUIPMENT AND APPARATUS, A BONDING CONDUrTOR OF ADEQUATE SIZE, TV GREEN, SHALL BE 7SED TO GROUND THE EQUIPMENT FRAME. THIS CONDUCTOR SMALL BE INSTALLED /ROM GROUND BUS TO EQUIPMENT FRAME IN THE CIRCUIT RACEWAY. 16C10 MARKING AND IDENTIFICATION. II - 10 i 4� (a)ALL SWITCHES, PANELBOARDS, CONTROLLERS, CONTROL PANELS, TIME CLOCKS, CONTRACTORS, TELEPHONE — c AND COMMUNICATION CABINETS SHALL BE CLEARLY AND PERMANENTLY LABELED, IN A NEAT, ORDERLY AND SYSTEMATIC MANNER. (b)IDENTIFICATION SMALL CLEARLY DESIGNATE DEVICES AND EQUIPMENT AS TO USAGE. (c)►ANELBOARDS AN CABINETS SHALL BE MARKED IN THE SAME UESIGNATION AS ON THE PLANS. (d)CONDUCTORS IN MULTIPLE CONDUCTOR RACEWAYS, GUTTERS, JUNCTION OR PULL BOXES, CABINETS, AND SIMILAR LOCATIONS SHALL BE CLEARLY AND PERMANENTLY IDENTIFIED AS TO ELECTRICAL CHARACTERISTIC4 SYSTEM DESIGNATION, SOURCE AND DESTINATION. (e)CONDUCTORS SHALL BE MARKED WITH PREPRINTED ADHESIVE MARKERS, AND MANUFACTURED BY W.M, BRADY CO. F�7n I (F)WHERE PREPRINTED MARK-AS ARE NOT AVAILABLE WITH THE PROPER DESIGNATIONS, I DIAMETER PUNCHED BRASS DISCS MAY BE USED. O O O 0 I (D O I (V 0j 15FI GENERAL;(CONT.) I (D�STORAGE ROOM LAVATORY SHALL BE AMERICAN STANDARD P5300-40 LEDGEMERE iv i 13 X 13" N2109 HERITAGE TRIM OR KOHLER TRAILER K-2753-A 13'�X 13�� I I I I Paint columnswith rust inhibiting red lead and I over light gray . 0 I I I � I iV I I 1 I I CHANGES FOR COMPANY STORES AS OF 7/14/69 : 1 b� I � I �1 1 CV I N I I N I I THE FOLLOWING CHANGES ARE TO BE MADE ON COMPANY OWNED STORES ONLY: 3 I U. I I t - WALLS IN UTILITY ROOM (EXCEPT FURRED OUT WALL FOR ELECTRICAL N N NI I I I PANELS ) SHALL HAVE A 5'-0" QUARRY TILE WAINSCOT ; A TOTAL OF THREE (3) WALLS SHALL HAVE THE QUARRY TILE WAINSCOT. I I 2- HALL WALLS BETWEEN THE WOMEN a MEN TOILET ROOMS SHALL BE Finish grade I I I FINISHED WITH # 473 MARLITE IN LIEU OF DRYWALL. 6--7 CC. I I 3- DOOR MK. D SHALL HAVE ONE DOOR HOLDER #298 A BY ROCKWOOD, I I o ADDED TO HARDWARE SCHEDULE. 1 I I I I Concrete to test 4- LANDSCAPING ON COMPANY STORES SHALL BE THE RESPONSIBILITY OF 2000P.S.1. at 28days BURGER KING DISTRICT MANAGERS, _ _1_ _ I I i O III , 12x12x16Ls L_i ( LJ I I LJ 31 0" 3' -0" 3' -01, FRONT ELEVATION SIDE VIEW SIGN DETAIL SCALE 4 = 1'- 0° T 4 SHEET N� SPECIFICATIONS Comm INC BURGER KING CORPORATION CI5TE MOFAE OFFICES AT 7100 NORTH KENDALL DRIVE, 5/I S/67 MIAMI, FLORIDA, 33156 I/9/68 !' 5/iO/68 SCOTT B. ARNOLD A.I.A. ARCHITECT & ASSOC. 7530 RED ROAD, SOUTH MIAMI, FLORIDA ' ,,, ,r- �� — — FINISH SCHEDULE C WOOD ELF OVER S�E SH.21 QUIP LAYOU 20'- 3 16'-8, 3 4' = 5'-6' ROOM FLOOR WALLS CEILING BASE WAINSCOT REMARKS p QUARRY DRY ACOUST RED Q CONC.W K, BROOM FINISH SOe c 6=0'" o. c I/t"011P I ~ TOWED CAB.N.I.C. i + STORAGE NONE � 10"WOOQ �1ELF / � ' a 5�0' ROVE FL ' TILE WALL TILE OUARRYTILE E DETAIL i I UP 4'0 O --10"X 36" 000 SHELF, S' 6"HIGH I I 1SXP- JOINT KITCHEN " ALLS WALL DRY " 4 X TILER UNDER GLASS SEE SPECS.SH 2 FOR COLOR_ __ _7B, _ WALL .a�.� �� `m QUARRY DRY ACOUST. OUARRY CAN WASH AREA ONLY - _ __ , -- UTILITY TILE WALL TILE TILE SEE SHEET#19 m `aO 4 X6 CER. DRY SAME AS 4■ro CER. MARBLE THRESHOLD LOWER WOMEN TILEGAS 13 TILE WALL WALL TILE TOCLG. CEILING HEIGHT 7'- 8CHROME SHELVES DESK SPACE HOT WATESEE SH.*2 a S/S LEG I �:i _ / };� HEATER MEN TILE-- _ _______-_ - 12 - CAN - - - - - MIRROR N.I.C. N 0 QUARRY DRY QUARRYWOOD SHELVES OVERa NONE CLG - HEIGHT 7'-8" SEE HALL „ MEN AL WO N TILE WALL TILE „ v 2-0 v „ ' 4'-6' -6 4 2„ 7, „ 3-8„ 6 2'_O" 18_6 i IS 4'•8" 4" r 4'-0" 4' e" 2'-0" 6 DINING " t MARLITE ACOUST. QUARRY _ MARLITE TILE TILE U T I L 1 T Y ROOM H `� :m MIRROR N.I.C. _ SERVING AREA QUARRY A 473 �� QUARRY • 473 SEE ELEV3.2 a 9 SH.B a SPECS. TILE MARLITE TILE MARLITE ON SHEET 2 i I C 10 1 I ----- _- _24"WIDE X 3/4"THICK WOOD SH LF,UP 6-10, OCHAIN SUPPORTED FROM THE ILING 4 O - W. LOCKERS SEE TOWEL CAB. N.I.C. DOOR SCHEDULE o LINEN CLOSET DETAIL SH.20 _� 5'-0"ABOVE FL. SIZE N S/S LEGS i ___ MARLITE PANFLLING ON INSULATED "'` " __ _ _ _ _ _ _ _ _ _ - 1 _ _ __ _- __ _ 4'STUD WALLS. SEE SHEET* MARK MATERIAL FINISH DESCRIPTION REMARKS ¢ WIDE HIGH THICK DE EEL 4'-0" SPECIAL CABINET - ELEC.PANEL, SLOCKOUT 8 AND ENCLOSE CONDUIT o SEE SPECS. SLIT 3 TEMPERED GLASS i2 SEE SH. 20 ABOVE ENCLOSE BELOW N MARLITE PANELLING UNDER WINDOWS A 3'-0" 7'-0" 1 3/4" ALUM. ANODIZED 41(9 5 PANEL WITH 5/8" > 'm IN DINING ROOM SEE SH.N6 - ' PAINTED FLUSH HOLLOW CORE 12 x 12 LITE 1 •0 BELOW -" w WOOD SHELF OVER SEE SH. 21 BESTWALL FIRE STOP ; W B 3' 0" 6 8' 3/4" GUM WHITE DOUBLE ACTING TOP OF DOOR I INSULATION, AND DRY N SEE DETAIL Ik3 N 4 WALL i o ( C 3' 0" 6 8' 13/4" PAINTED FLUSH HOLLOW GORE is LOUVERS METAL W W ; N STORAGE ROOM N 10'XIO METAL D 3 0' fi 8' 13/4" " LOUVERS - - - „ a E 3'-0' 6'- 8" I 3/4" METAL (LUSH HOLLOW METAL FENESTRA 3468 M r - I F 3,-0' 6'-8" 1 3/4" METAL PAINTED SCREEN HEAVY DUTY DOOR GRILL & PUSH BAR OM O v I O G 3 0' 6'- 8" 1 3/4" GUM PAINTED FLUSH HOLLOW CORE 1/4" PLATE GLASS IN udi STAINLESS STEEL SOFFIT, ALL 18 GAUGE S/S WI-H ALUM FRAME - 3 ANGULARS I"X I"X 14 GAUGE S/S PURCHASED FROM I DAVMOR INC.AND INSTALLED BY GENERAL CONTRACTOR, _ ----= SEE SH.M 13 J 3'-0" 6'-8" 1 3/4" METAL FLUSH HOLLOW METAL FENESTRA 3468 M Q4'X 6'CERAMIC TILE ON 4' THICK C E D 1 D o PARTITION, SEE DETAIL, SM.at13 B G Q i HARDWARE SCHEDULE 1 13-5 13-5" 2 2" 21'-6" 4" 0 PIPE COLUMN -- e MARK QUANTITY DESCRIPTION MARK QTY ) DESCRIPTION ( I A 4 EA CYLINDERS 1152 X 26 DKA I EA. DR.CLOSER 4652 TBXON W/HOLD I.a�EN(REDDING) ♦ \\� i i \\ / 3 (PALE) ------ ----, - - --, - - --, I/ PR SURFACE BUTTS 881279P� X FARKER) %, ,/ I o Z 4 I D/A HINGES 3029P 6" PC 2 ` - - - I I N 2 PR (SOMMER) i EA. KICK PLATE 10 X 34 ( ROCKWOCD) DETAIL# 9 r--------�r--------�r -- ----- it-- -----� � I PUSH PLATES 8"X 16"X US 28 F I EA. DEADLDCK 170 X 29D YALE ' n u 0 4 EA. O ' u v (ROCKWOOD) u L-__ _---__AL-_---_-__��_ _ _____ i___ - _ _ --, SEE DETAIL Ik$ I B IEA. DOOR PULL i53X US 28 ( QUALITY) a KICK PLATES 10 X 34 X US28 4 EA (ROCKWOOD) 2_EA. PUSH BAR R8 23 X US 28 (LUSTRE LINE 1 O a I 1$ DINING ROOM ( N 2 EA DOOR HOLDERS 298A I PR. BUTTS BB 1279P 41/2 X 41/2. $ 7 = I I o (ROCKWOOD) 2 (PARKER) m I 1 W - ¢ s 9 5 1 I v W BUTTS BB 1279P 41/2 X 4 1/2 DOOR PULL * 53 X US 28 I n TYPICAL 4"4 COLUMN, WOOD CLAD, I (n — 1 1/2 PR. I EA. v I I m 6 i 1 1 (PARKER) (QUALITY) m i i SEE SH.tt6 FOR 'ASSEMBLY DETAIL IIS i LOCKSET LF5307 X26DASA I L_ ___ _ _ G PUSH PLATE 8 X 16 X US28 - -- - -- -- -- -- -- -- -- - - - - -- - -- -- 1 11 o a I EA (PALE) I EA (ROCKW000) KITCHEN o 1 I v_ TYPICAL FALSE COLUMN, BUILT TO I 0 CLOSER 53SB x T8 Gn KICK PLATE 10 X 34 X US 28 T L __ _ __ __ _ ___ _ _ _ _ __ _ _ _ _ ____ _ _ __ -- _ _ _ _ __ _ _ __J MATCH,WOOD CLAD. SEE SH.*-? I ? EA (YALE) I EA (ROCKWOOD) x 3' S" [I/2 19' 7" 2 I/2' 3'-5 I FOR ASSEMBLY DETAIL. I z KICK PLATE IO X X US 28 DOOR CLOSER 43 SO x TB Gn i0 STAINLESS STEEL HOOD SUPPLIED BY DAVMOR INDUSTRIES 1 1 i a C I EA (ROCKWOOD) I EA. (YALE) INSTALLED BY GENERAL CONTRACTOk,SEE SH.*13 - 1 I p QUARRY TILE SILL a DOOR MOLDER 29$r�. 17-7" 0' 2' 9" 5' 6' I - 1 1 EA (ROCKWOOD) /�/ l�ooL3lco .2.S.S� ,fi144�ly�OO SAFES UNDER I I SEE DETAIL *7 SEE DETAIL *6 � 2 EA. LATCH LF 5302 X 26D ASA TELEPHONE I 1 (`TALE) , I DOOR CLOSERS 52.SB x TS Gn DOUBLE MULL, SEE SH iF ) 2 EA. IYALE) t FORMICA COUNTER qn I BUTTS 88 1279P 4 1/2 X 4 1/2 _ W/2 X4"SUPPORTS 16 O.0 — ) 1 FALSE COLUMN I 1 1/2 PR (PARKER) I EA SIGN "MEN"x 28(QUALITY) _ _ Q _ _� _ __'---_- __- -__�--0--- --__- _- ---- LATCHLF5701x26DASA H , --- - I I EA (YALE) I EA SIGN 'WOMEN"x28(QUALITY) � p STAINLESS STEEL GUIDE RAIL ---- PURCHASED FROM DAVMOR INDUSTRIES I I EA. DOOR CLOSER 53SB x TO Gn 2 EA COAT 6 HAT HOOKS 528 X 26 3 -8" I 4 2'-0" 2'-0' 2'-0" 3'-0'' 3-4' 4'-2" 3'-2" 2' 4" 4' AND INSTALLED BY THE GENERAL I (YALE) (IVES) CONTRACTOR. STOOLS BY DAVMOR IND D KICK PLATE LOX 34 X US 28 I I I EA 2 EA DOOR STOPS 255A(ROCKWOOD) MARLITE PANELLING ON STUD WALL,SEE SH 8 � FORMICA COUNTER, If3"X 20'-0"lG - (Roticw000) -? B M SEE DETAIL SHT. * 11 O ��/ sX _ TYPICAL 4��$ COLUMN,W000 CLAD, � J�i� —�/ � 8'-4" 14-0" 4'-10'� =o SEE SH *7 FOR ASSEMBLY DETAILS � I I � BUTTS Be 1279P 4 I/2 X 4 I/2 S E R V 1 N G AREA \ 'Z (PARKER) I QUARRY TILE SILL BUTTS BB 1279P 4 1/2 X4 1/2 LOCK CU8660 M4 x 26D ASA TYPICAL 4'"tIf COLUMN 2 0 0 0 0 0 0 0 11/2 TUBE 112 PR (LOCK CUM=PARKER) x J I EA (DOOR)CLOSERPASS S8xTOGe WOOD CLAD,SEE SH.7 9 +: BRACKETS FOR 1 EA ASA (YALE) I EA (YALE) SEE FOR ASSEMBLY DETAILS I o `___ COUNTER (5 REQ'D) I EA. DOOR CLOSER 53SB x TO Gn I EA KICK PLATE 10 X 34 X US 28 DETAIL OA SEE DETAIL*5 04 QUARRY TILE SILL M SEE DET SHT. IL (YALE) (ROCKWOOD) NO RISER __-____ -__ _ c0 -F - - - ---- - _• E I EA DOOR HOLDER 298A 2 PR. SPRING HINGES 80•F S(SHELSY) =m T k _m (ROCKWOOD) KICK PLATE 10 X 34 US 28 I EA 2 EA KNOBS 1212E x 26(WASHINGTON) axP. �oir+T TTr � I O � � Exv, UPI T (ROCKWOOD) LINEN 0 PLANTING AREA, SEE SH.2 ARTICLE 2 / mo SPAL-O-b4ATIC LOSE LOXEM LOCK P NTING AREA, SEE SH 2 ARTICLE 2G � QU RRY TILE � E . JOINT I Ea" pppR ho'(`fOM I EA. LOXEN) N I BRACKET / 41/2' a o a n CONC.WALK,BROOM FINISH,WITH IB X I8�4 _ , TROWELlrD IN SQUARES + 41/2 7 4•6" 4-6" 4' 6' 4'-6" NOTE ALL ►v1ETAL OAp2 F(LAM65 TO FLOOR LO O R PLAN BEET N0. --,(� NAVE 3 RUBBE2 slL.EriGERS. 9'-10" 9-9" 9'-10" 9-9' 910, 8" 2-6' 50'-4' Comm.667 11 BURGER KING CORPORATION HOME OFFICES AT DATE 7100 NORTH KENDALL DRIVE, A 5/15/67 , 1 �� ,i Oii 1/9/68 MIAMI, FLORIDA, 33156 FLOOR PLAN SCaI• /4 = - -� SCOTT B. ARNOLD A.I.A.ARCHITECT FA ASSOC. 7550 RED ROAD, SOUTH MIAMI, FLORIDA I I 1/4' TYP. PANELLING \\//METAL EDGirJG STRIP (R 56T 10 2'X4"X8 BRICKS BESTWALL FIRESTOP 4"X6'CERAMIC TILE ------ - 2" EXTERIOR WALL, I I 5/8'BESTWALL FIRESTOP, WINDOW SILL. IS N ROOFING FELT. 6"MIN- I COL 5/8" PLy\VaOo 4 2 X4 STuo \Vaal. 2"X 4"STUD WALL � HORIZ. LAP f 7yP. uNf�E2 *ILL. 5EE �✓EG?. "A" j/ 2 X 4 LOW STUD ------ I/4"PLATE GLASS I 1/4"MA2LITE PANELLING 4' DRYWALL y I I CAULKED JOINTS TYP FORMICA 5/8 THICK BESTWALL FIRESTOP - i *37 AMARLITE -- - TWO 2"X4"S TO FORM COLUMN SEE ELEV. # 4, SHT #8 2 X 4 x 8 DRICKS --�' / I W/ BLOCKING - 5/8" THICK PLYWOOD SHEATHING COLUMN PANELS,R9D\\00P 3/4"X 7'/2" III COLUMN PANELS, RED\VO0D 2 x 4 STUD 3/4"X 63/4� III 5/8' THICK BESTWALL FIRESTOP I I ALL JOINTS AS SHOWN I 4'(p STEEL COLUMN 3/4"x 21/4" -- II 3/4"X r.1 COLUMN PANELS RED\VOOD 2 X 4 STUD 11/1! " 11 / 4' STEEL COLUM FILLED W/2500 PSI 3 ,� 1 I• 3/4" x 63/4 3/4"x 63/4 — CO C. TYPICAL �IF CODE RLQVIKlES) 5/4r X co I 3/4 x 8 k - - -/40 x 5'/4" - - - - - 3}4 x2�4 +---- ?)1wf x CoJI --- - — — 3 "X ly2" i :-I, - CAULKED JOINT- 2 X4 LOW STUD 3/4 x 63,/µ R ED- 3 r #37 AMARLITE ON 3/4' N/ 01 BLOCKING d. NVOOp EXTERIOR SILL M ALL JOINTS AS SHOWN(<LUc ; SPACED AT 24" 0 C (5 REOD. AT — EA SIDE) --- ------- — — — O — BLOCKING / ED\Vppp SILL SPACED AT 24 0 C (5 REO D 3/4' R/ >«37 AMARLITE� I AT EA SIDE) - I / I/4 PLATE GLASS 5/8'BEST WALL FIRESTOP 21W 9° CAULKED JOIN -- 2"X 4" STUD WALL CAULK ALL JOINTS I/4"THICK MARLITE PANELLING 2"xa"xe"BRICKS ---- \v/MTL. ED6WG 5TRIP C-` ?---<>T DETAIL N� 7 WINDOW SILL,— -- - __ - DETAIL No. I EXTERIOR WALL DETAILS N° •4 PLAN VIEW OF CORNER ALL JOINTS AS SHOWN (;GWE� 'TYPICAL PLAN VIEW OF CORNER FALSE COLUMN ASSEMBLY PLANNEW OF CORNER AT KITCHEN AREA FALSE COLUMN ASSEMBLY WOOD-CLAD STEEL #37 AMARLITE COLUMN ASSEMBLY "_--QUARRY TILE SILL 4'X 6"CERAMIC TILE 2 X 4 STUD 4"q STEEL COLUMN /1/4 PANELLING 5/8" BESTWALL FIRESTOP --- ---- - -- - ------ -- 5/8"THICK BESTWALL FIRESTOP--, LOW STUD WALL DRYWALL 2 x 4 LOW STUD - • 5/8 THICK BESTWALL FIRESTOP - 5/8,'THICK PLYWOOD \ *37AMARLITE- it o I BLOCKING ----- SHEATHING I/4"PLATE GLASS 3/4 REDWOOL' TRIM O' 2„X4"xe" BRICKS -- — — — ------ -N 150 ROOFING FELT. 6'_ _ - - MIN. HORIZ. LAP CAULKED JOINTS - - BLOCKING EXTERIOR WALL,--' CAULKED i:ED\VOOp SILL -- SPACED AT 24 0 C (5 REO'D) WINDOW SILL 2"X4"STUD PARTITION WALL��. 2"X 4"X 8'BRICKS -� / // / / 5/8"BESTWALL FIRESTOP ��-----�EDWOOD TRIM 3E \VOOD COLUMN PANELS, RED\VC0D 1/4"THICK MARLITE PANELLING 3/4"X 7�„ DETAIL N . 8 COLUMN PANELS, E x 63/4" CAULK ALL JOINTS 3/4"x 63/4 _ BLocK,11JG ALL JOINTS AS SHOWN GLUE) TYPICAL SPACED AT 24"OC ( 5 REOb) DETAIL No Z CAULKED JOINT--][*TAIL Ne PLAN VIEW OF PLAN VIEW OF RECESSED PLAN V SIMULATED COLUMN OF 2-2X8 CONT BLOCKING BOLTED FALSE COLUMN ASSEMBLY Wr.�00-CLAD STEEL TO BEAM COLUMN ASSEMBLY TYP OUTLOOKER ANGLES 16 B/U 27 ROMAC OR 16826 2 X 6 FIN, 6 ROUTED FOR p SOFFIT STOP(WINDOW AREAS ONLY) -2 X 4 LOW STUD 3' BATT INSULATION 4" WOOD COLUMN 2 X4 LOW STUD /1/2" QUARRY TILE SILL 4'X 8"X5/8" CAP Q!_ATE W/FOUR / V2" THROUGH BOLTS /2" 4UARRY TILE SILL / 2X4 STUD A / I/4" TYP PANELLING 437 AMARLITE � - / /\V/ MTL• EDGING STl21p @ 50T• 5/e TEXT. PLYwD. 5/8' THICK PLYWOOD SHEATHING 4 X 4' COLUMN W/BOX TYPE METAL BASE - _ 2'0"X a' 0"X )` CEILING BOARD MISTArrL I/4'' PLATE GLASS 150ROOFING FELT. 6"MIN. HORIZ. LAP CAULKING — _ I -� ON A SUSPENDED 2'X4' ALUMINUM t\ -w 5/8 THICK BESTWALL FIRE STOP #37 AMARLITE 3 �1�' 13/8� 4 1/6" GRID SYSTEM I/4'THICK Mp1ZUTE PANELLING �_ i VV/M•TL. EDGING STRIP e P)d(• - 5/8'THICK BESTWALL FIRESTOP----- __ --- 3/4' INT. WOOD COL PANEL - 3/4' RfiD\1r'00(J COL. #37 AMARLITE -- -- - - T-- -- 4" COLUMN r' I/4"PLATE GLASS -- - - I 5/8' BESTWALL FIRESTOP O CAULKED JOINTS 2' X 4 X 8"aRICKS i TYP. BLOCKING --- -- -- -� - TYPICAL EXTERIOR HEAD DETAIL \� EXTERIOR WALL 3/4' EXT W000 COL. PANEL_ I �a' BRICK WALL, EXTERIOR O WINDOW SILL DOUBLE 2 X 4 BOTTOM IC COLUMN PANELS, REDWOOD r j 3/4' X 7 2 _- 3/4 DAv/�ot7 �x FLR. SLAB 11�2- ; n I I / 1/4" PLATE GLASS 3/4 X 6 3/4/ r^ 3/4 x 7/2 \ I/2" x r'2/8 4 4" 4 3✓4' 037 AMARLITE / COLUMN PANELS, R6 3/4' x s�4� --- —�- / X 63/4 4'¢1 STEEL COLUMN _ \\ I/2" WEEP HOLE \- TYP AT ALL EXTERIOR PANELS. � '_FULL CAULKING BED BLOCKING �_ CAULK ALL JOINTS - -6"X 6" QUARRY TILE SILL(CUT TO FIT) BRICK WINDOW SILL SPACED AT 24' OC d5 REO'D,) A SECTION #'A - A AV --- � POURED CONC. SILL(W/1/1PROJ_) i DETAIL N° 3 DETAIL N° 6If, - 8 PANELING 5/ - •�' � 5/8' BESTWALL FIRESTOP BRICK WINDOW 3 I LL z'x a'x 8' BRICKS CUT— / PLAN VIEW OF FALSE PLAN VIEW OF FALSE COLUMN PANEL, RED\\/ODD AS SHOWN FA EDGE TO FORM ASLOPING - _ — 5/8' PLYWOOD COLUMN ASSEMBLY /4"K 6'�4 CAULK ALL JOINTS ) SILL W/A LIP OVERHANG - Q ?J 15 LB. FELT COLUMN ASSEMBLY / M' O 0-1 BRICK WALL, EXTERIOR rn +tea i O t13 2"X 4'X 8'BRICKS W/ 3✓8' JOINTS - HG TYPICAL EXTERIM SILL DETAIL BLOCKING ,1, -STEEL COLUMNCOLUMN DETAILS snEEr NO. 4�� • - •, :. ' �-�. :. .- oowM Ro. _ , „ D E TA 1 L N ° 9 - 67- 11 @UlMR KING CORPORATION SCALE 1/� I O -__ TE ►OIR OFFICES Al PLAN VIEW OF COLUMN DOY WA 5- 15-67 MIA NORTH KEN CALL DRIVE, 81 JAMB ASSEMBLY - � 1/9-68 MIA NORTH FLORIDA, 33156 a METAL DOOR JAMB 5;10/68 SCOTT B. ARNOLD. A.I.A.ARCHITECT Ft ASSOC. -,�--— 4/1/Cq 7550 RED ROAD, SOUTH MIAMI, FLQRIDA i IXIO WOOD TRIM P,AINTEDTO MATCH CO t RABBETT MOULDING I/4 TO FIT PANE ING '/4 PLATE MASS ALUMINUM J ING x 4 - _ a iubL Site1 --_ --- -.- -._-__ - _ --•_ _ (AMARLITE 37 _ 1/4 PLATE GLASS - AMARLITE 7 UPPLIE By B K PLATE GLASS PLATE GI ASS I0002 AMARLITE 244 t - - - INSTALL D Br G C - r- QF ALUM TUBING,AMARLITE SASH / 1 I 1 FEE OW r �I Ell GLASS i �T 1 I ELECTRICAL � 1 I SHT s IT DOOR � A DOOR 'Z P L A T F OPEN PLATE OPEN PLATE OPEN PI ATE PLATE ? L _� r0 OUT�i[� r INSIDE DOOR G r0 - 0 �� OE 0 GLAS G_AS5 G'.ASS A' 'S MARL ''E PAIVELLIPG NO 47j REST R� MS AMARLITE S SH40244 6"5/4 - col 5'-0" 2-0' 2 0 2-0 3 0 3 4 a'-2' s•-9' PQQSTER BOARD 1 _ SpPPLUED By B K AMARLITE S H 37-� - - /_ � -w4LL RUNG - MANUFACTURE FoRNICq CoufJTRR 30 JOINT* WILL NOT pE AT 0PNGS. PHONE BOOTH 'Q FORMICA ON S\OE MARLITE PANELLING N( 473� SEE SHEET020 TO MATCH cOUNTiER MARLITE WALL SEE SH.*13 w('nC COVERT D I: NSUL ATE D COLUMNS - ------o f L EDGING F1 E T D O T T -5"RED QU-ARY TILE BASE- S RFD ;IiARRr ?IL; PATE - --------_____ A@ O Ill1•i n,a L l r e T T p ELEVATION N! 1 ELEVATION N! 2 ELEVATION N! 3 2"t CHAIN SUPPORT` FOR SHELF I X 10 WOOD TRIM PAuvrcu TO MATCH C0L5. 24"DEEP WOOC SHELF RABBETT MOULDING 1/4."TO FIT PANELLING I X40N WALL /4 PLATE GLASS --�-4L UM1Nl'M TUBING 1"X 4'�'---"-- REDWOOD FRAME THERM STAT 1/4 PLATE GLASS ld-0 -THERMOSTAT UP 5�-6° UP 5-6Q p4Y we -'!r-Q� �+ 'F ALJ TUBING, AMARLITE SASH ;0002 , COAT HOOK COAT HOOK % COL - -- --- /4 -- .-- - 1 1 I 'I I i 3 4 3 0 y O' 2 0 - �2 0' 5 0 go _ SUPPLIED BY B.K. L� SUPPLIED BY B.K. O PLATE GLASS CLOD( OUTLET UP7'-6 t - 1/4" 1/4 N DOOR�, TO O P E N PLATE O P E N PLATE OPEN PLATE MAkL I t E P4 LIN<r1J0-47- ` � DOOR TO ,}� _ - 1 _ STORAGE WALL HUNG DRINKING DRY WALL . I GLASS GLASS GLAS "X2?*omcvawr SELF ROOM FOUNTAIN,SEE SHEET 20 DINING ROOM / 1 FORMICA WRMIaA SUPPLIED BY B.K. SEE / - 1 COUNTER lAA LINEIA SHEET *20 _ 'WHITE CERAMIC TILE SILL SEE sH*6 PxrE++.510eS - - -y i�^x ° �}` o 0 1 .W/ BULL NOSE- -- t--- - - - - -I CIGARETTE MACHINE N ICo KICo V 1 r - ) �' Day REDWOOD SILL m SEE SHEET *20-4--, �_- _ O VV a n �FURR. STRIP , I '�' \ ---.4X 6" WHITE CERAMIC TLE --- _-.— --I WALL; 6 I iv 9-6 I __ *THERMOSTAT F R - .IN15TALL. VERTICALLY.TYP _� i 5 5. - -- 1'-10" DRY WALL 5�-6 - RADIAN HEATONL NOTE , 'RED QUARRY TILE BASE -` 5RED QUARRY TILE BASE — $'RED QUARRY TILE BASE� ( �11 0 CE BIN N C J O NOT USE FLOOR SUPPORTS �ASR [)RAWER SU PLIEC FOR DETAILS OF FOR MISC.. EQU PMENT SEE SHT *21 MOUNTING 9RACKET a SINK N.I.C. RTL EDGING STRIP OD I307TOM oF' ALL DRY WALL MISC EQUIP NIC AG RACKS BYDAVMOR By BURGER KING I, INSTALLED OF SAFES SEE SHi19 USE 3/4 FURPING STRIPS TO SUPPORT ON FURRING STRIP SY GENERAL CONTRACTOR PHONE IO�DEEP WOOD SHELF THh.T 15 NOT COVERED W TILE OR MgRLfTE T�F�. $"RED QUARRY TILE BASE TOWEL RING BYDAVMOR CONDIMENT SHELF, COAT HOOKS, DRINK SUPPORTED WITH WALL / TOWEL RING BY DA., PENCIL SHARPENER BRACKETS,SEE SH*2 NOTE: FOk INSTALLATION FOUNTAIN 8 TELEPHONE BOOTH DETAILS,SEE SH*2 5 RED QUARRY TILE BASE ELEVATION N! 4 ELEVATION N! S ELEVATION N! 6 WOOD SHELF SEE SH 21 2/0 TWIST CHAIN I I 'u ---D4v WALL- - -� ---,Rv -- WOOD SHELF - - - -� - _ _ f � �--?"!!LOPIr, EYE BOLT --- - - -- --- --- -- —� I �_ 3/4p PLYWOOD SHEt,F --- I Gook o ro II f 1 O U i X 2 JT ILITY DOOR I DOOR WOOD 1 J ° ° — SHELVE 2 X 4 WOOD SUPPORT 24 K36 BULLETIN 1 BOA;o SUPPLIED to"K lo" WASHER 6NI R6ce,6i; 6 WHITE CERAMIC TILE!#-�+ Rr SURGE R KING I 24' DEEP W000 SHELVES -NUT (Ihl RFGE65) CHAIN SUPPORTS r- , CHAIN SUPPORT DETAIL r I f-- T T - 2 .4 woOD SUPPORTI3 5"RFD QUARRY TILE BASE --� 14 DEEP CHROME SHELVES LINEN CLOSET T _ \-5 RED QUARRY 'ILE BASE 2 X 2 BATTENS AT 12 O.0 (SEE SHEET* 2) 3/4'PLYWOOD PARTITION-1N/sXL F2APIE SPECIAL CABINET STAINLESS STEEL LEGS MPTAC EDGING STRIP SEE SH. 21 _2 X4 NAILED TO WALL CONT. BT r-•.M(`R 'NDUSTRIES i @ pOTTOM of ALL DRYWALL THAT Is NOT COV£2E0 -WTILE -- ELEVATION N! 7 ELEVATION N! • / OTt '-AARLITF- TYP. IX4 DRY WALL DRY WALL CJIA,N SLPPORTS FOR SHELF "- --_- ?4 DEEP WOOD SHE F W/2"x4" FRAME - i:4' PLATE Gl:$$� � 4 PL A'E GL S$ .A '� � F = •. -. --- _ - � SEE wa HELF-� DRY wau � . - • +- - • -- � 1 SEE 5H. 21 DRY WALL IK -- - f \ 1 LINEN CLOSET LINEN CLOSET c3Ti ELECTRIC PANELS - 4! X 6'CERAMIC TILE 3 4 _* �` �._-._. AS PER SPECS. I,ED QUARRY TILE BASE MRACK RILEY HOOKS i x Hoc 6 L 7 L_al FURNISHEC •Y BURGER KING AND likfi QUAR Y SILL O — - I INSTALLED " 'RE GENERAL I r iv - �- - ----. CONTRACTCR _- - -- ELEVATION N! 12 ELEVATION N! 13 _ . . . AL MARLITE WALL.. SEE`,H*13 q', .,' wHITE CERAMIC 'ILE S,'S HAND SINK % \ S''NK N I C /CHROME SHELVE5, SEE SH0 2 S/S LEGS BY DAVMOR � 5" Q-T. 13 1- 3/4'PLYw000 i \ RE EXTINGUISHER �� a PARTITION W 5" RED QUARRY IILE BASE IX4 'ON WALL ALUM NAILS sanNo. SEE SHT 21 F RNISHEO D BURGER KING 4 DEEP CHROME SHELVE, 2'x2"FRAME INTERIOR ELEVATIONS 5 INSTALLED BY THE GENERAL � SHRED QUARRY TILE. BASE �E SH • 2 7CONTRACTOR SEE SH 0 2 S�S ,EGS ELEVATION N! 9 ELEVATION N! 10 ELEVATION N! 11 67° „ BURGER KING CORPORATION - - HOME ORICES AT DATE 5-15-67 7100 NORTH KENDALL DRIVE, _ I %9/68 MIAMI, FLORIDA, 33156 SCALE /4 - 1 O�� '� 4/1 j SCOTT B. ARNOLD A.I.A.ARCHITECT fi ASSOC. 7550 RED ROAD, SONTN 41", FLORIDA 20'-0" — - CONT. ALUM. CAP mEpAld O Aso --SEE SIGN DETAIL SECTION 'A" ON SHEET !13 VERT RED PLASTIC STRIP AT CONT LIGHTTROUGH 10"x48= RED ALUM. SHINGLES SEE SECTION A SH !13 .o� II• III D o o 1 __ / SIGN BY SIGN CO � fw- ��- l I .►�— �- T __1 t0 II III del I I I I I I I I I ��a1 © 9 I p p 1 I i 2'x e' CONT FASCIA COVER W/METAL FIN CEILING 8 BOTTOM OF SOFFIT FIXED PLATE GLASS I-11 TEXTURED PLYWOOD SOFFIT SEE SECTION A SH i 13 1/4" PLATE GLASS i 4" $ STEEL COL CLAD W/ 3/4* RF-DyAnoD O O NI DOOR DOOR -- ALUM SASH v+ BRICK SILL I BRICKS AS PER SPECIFICA11ONS 1-7 J �T' �� �T�, 6 CONIC CURB r' r T' T� �� �J ry� FIN FLOOR 'off FIN GRADE FRONT ELEVATION CONL ALUM- GAP PREPAIWTED RED VERT RED PLASTIC STRIP AT CONT LIGHT TROUGH 10"x4s" RED ALUM SHINGLES SEE SECTION "D SH !14 III I ��- i 2 x e CONT FAscla COVER W/METAL II * FIN CEILING 9 BOTTOM OF SOFFIT 1-1 1 TEXTURE PLYWOOD SOFFIT SEE SECTION SH !I4 I - - 1/4" PLATE GLASS lVi �� s' �., J 4" $ STEEL COL CLAD W/ 3/4" REDWOOD =_ ALUM SASH m, J J J J BRICK SILL _ 7 s�� �s+ —' BRICKS AS PER SPECIFICATIONS ��� �� -' � .��� � � ��_�-' -��J � 6= CONC CURB FIN FLOOR sEE l�cr�o.V C,D, F �o FIN GRADE RIGHT ELEVATION EXTERIOR ELEVATIONS SHEET NO Alf _ �_ Comm 6'7 BURGER KING CORPORATION SCALE /� j O DATE HOME OFFICES AT , 5/15/67 7100 NORTH KENDALL DRIVE,- 1/9/68 MIAMI, FLORIDA, 33156 5/10/68� SC TT . A 4/,/ram 0 B RNOLD A.l.A.ARCHITECT 6ASSOC. 7550 RED ROAD, SOUTH MIAMI, FLORIDA CONT ALuM. CAP PREPAINTEP REO. VERT RED PLASTIC STRIP AT CONT LIGHT TROUGH j Id'K4W' RED ALUM. SHINGLES. SEE SECTION "A' SH •13 o .� 1 r JJ J �1JJJJ J JSJ J JJ JJ,JJ.JJJ JJ J J ��J SIGN BY SIGN CO �I I, !J _J J�JJJ J JJ J J JJ 0�1I J �JJ2". 8• CONT FASCIA COVER W/METAL i ��-J--j FIN CEILING B BOTTOM OF SOFFIT 1 � J �_3-' - I-I I TEXTURED PLYW�D SOFFIT �J-� �- SEE SECTION •A` SH i 13 -J JJJ �rJJ-JJJ 1/4" PLATE GLASS 4" STEEL COL CLAD w/ 3/4* RBOlV00C> J JJ-J_J_��J�J-JJ J �J�J J ,�J JJJ _J J_JJJJJ J_J�JJ-J_S_ __J_J_�J __j JJJ_J_J�JJ_J �_J ALUM, SASH � _ JJJ�� J�J� � �JJ J�J�_JJJ—J_JJ JJ.-�J�JJ_._�J JJ JJJ -J-JJ-JJ JJ�� J�J�J��_JJJJJJ J�JJ�— J_J_J—J_J-J�—JJJJ_J_.!_J JJ—J _JJJ�_JJJ_JJ JI_ J_J � J_JJ J J --�--- BRICK SILL / JJJ�J JJ�JJ�J J �- J�JJ_J -j � . JJJ S �J J� ��J BRICKS AS PER SPECIFICATIONS JJJJ�J J-J_J -J� J_ _.JJ-�_JJJJ-J_JJJ -1JJ_ - JJJJJJJJJ �J JJ_J�-J_JJJ JJJ J�-J�JJ-JJ� JJJ_J_J_ JJ_JJJJJJJJ_JJ -J JJ JJJ�J JJ ��J-J �_J.�J��J JJJ JJ_J JJJ J _J J_ JJJJ JJ_J _J_J J _JJJ-JJ J-J V �J �JJJJ�.�J_JJ�•JJJ J_ JJ_�J__iJJJ-.�JJJ � _ - JJJJ_J _3 =H- J_ J_1-JJJ JJJ J_J-_J_JJJJ-J__J J_� J _ J J_J JJ �J ��JJ �J �J J �.,� JJJ �_ 6 CONC. CURB •N FIN FLOOR sFa s. �'��•'" c,-DtF �JJ JJ JJJ J J •_J J •� FIN GRADES " LEFT ELEVATION NOTE' INSTALL ACCESS LADDER IN THIS LOCATION IN ACCORDANCE WITH THE FOLLOWING. I. PROVIDE 2=8" BREAK BETWEEN SHINGLES W/# 205 CHANNEL TRIM EACH SIDE 2. INSTALL METAL DECKING BETWEEN CHANNEL TRIM, COLOR AS SHINC'-ES. 3 INSTALL (3 EACH)2WX2!'2"X 3/16"X2_G" LONG L a , CENTERED a BOLTED 18r-5r' TO 2 X 4 NAILER WITH (3 EACH) 3/8"X 3i2 BOLTS, 12"0C (CENTER BOLT - ---- - - -- LOCATED AT CENTER OF L ), -- -------------------- 10'•■46„ RED ALUM. SHINGLES. I SEE SECTION A" SH t13 • � b h I - �• 2L FIASHINGJ PpJfJT- f2c.0. ,r JJJJ�jJ-� M pA2"R 8' CONT FASCIA COVER W/PREPa1NTEr> AW - ct►lG• FIN CEILING 8 BOTTOM OF SOFFIT J JJ J JJJ JJJJ_ J_J�� J_ J-J_JJJ-J--r- JJJ JJ�I�J_JJ_JJ_JJJJJ-J J_JJ_JJJJJJ-J-J�JJ.�JJJJJJJJJJJJJJ�JJJJ_J JJJJJJ� �I-II TEXTURED PLYW�DSOFFIT J JJJ�J�J JJ_JJ_J_JJJ_JJ�-JJJ_JJ-J-JJ JJ-J-�_J�J _J JJJ_JJ JJJJJ_l �J_JJJJ_JJ J_JJ_J_ J_J_JJJ-JJJJ_ J JJ_JJJ��JJ J_J-�J_J JJ_J JJJ-J-JJJ-I�_iJ J-JJJ-JJ_JJ_J_IJJJ JJ 1�J -JJJJJJJ JJJ JJ__J�JJ_JJJ SEE SECTION A� SH #13 J_J�_JJJJJ_J_� JJ_JJ_� -JJJ J__JJJ-JJJJ-JJ-J_JJ_J -J J-JJ JJJJ-J J�JJJJ� JJJ-J_JJJJJJ_-J�_J �J JJ JJ �_JJJJ JJ_J_�-JJJ-J���JJJ ..JJ��JJ J JJ_JJ J-J_JJJ_J_J J.JJ JJJ-J JJJ J_ JJ JJ_J J_J_J__JJJJJJ-J���-J-J J �JJJ�JJJ�.�IJJJ J�J .J JJJ J��J�.JJJ J�_JJJ�J��T JJJJJ J-.JJ-J_J JJ JJ-�J� J_JJ� JJJ -j-J_ JJJJ _J_JJJJ JJ JJ JJJ JJ J J JJ�JJ JJ -J-J_J�� J_J_J_J �-JJJ_J �_JJJJ_J_JJ-J-�_ J �J JJ_J J_ J J_JJ_�J �J J_J �JJ_J J J-J J_ JJJ JJJ_ �..�1 JJ- JJ JJJ J_JJ_J_�J-JJJ_J J �!�J_J_JJ JJJ_JJJJJ_J_.J� �-J-�--J-JJJ_J-JJ_J_J _J-JJJ JJ_J�J�__JJ-JJJJJJJ JJJ_J�_JJJ-J_ J_J_J_JJJ J_JJ JJ_JJJJ�JJJ JJJ�J_JJJJ J_J.� J JJJJJJ_1JJJJJ_:_._J�1J_�J J�JJ_J�JJ JJ J_ J J-JJJ JJJ-JJJJJJJJJJ_JJJJJ_JJJJ J JJ J_JJ_.J��JJ JJJ JJJ- JJJJ-JJJJJ�J__JJJJ- �JJ J_JJ_ J_JJ-JJ_JJ-��J_�J__JJJJJ-J_JJ JJ_J JJ_ J JJ J JJJ_J�_�_JJJJ JJJ J-�_JJJJ J_ J J� JJ-J_J-��_J_�_J-J J_�J J-J__J J_.J_�-JJJ_-J JJJ JJJJJ�_J JAI_J.JJ_JJ_JJJ J-JJ J��-J_aJ__•_ JJ_J-JJJ-J_J_JJJ JJJ-J_J�J�J JJJJ JJ _-J-JJJ JJJ J_JJ J_JJ JJJJ JJ���JJ_JJ_ J J_ J J_ - JJ_J_ J.J_JJJ J�_JJ _�JJ _ J . JJJ-JJJJJJJ -J JJ_J_J JJJ-J J_�-J JJJ J JJJ_J_J J _JJJJJ_JJJ_ �J JJ JJJJ_ J-JJ-JJ.JJ_��JJJ__J_J_J_J_J�JJJJJ _1 _.J J_ E J JJJ JJJJJ JJ_�'_J-�J�-� J-J JJJ-JJJ J_JJ-�J_JJJ J DOOR �---T7 JJ JJ J�JJ J JJ_JJJI _JJ JJ_JJ _JJ_ J J_JJ JJ J JJJJ� J-J_-JJJ-J JJ JJ JJJ JJ_I-J_J J - m m JJ—J J J JJJ_JJ—J—J J—J_JJJJ--- _J —� — -'- -- --- JJ�J —J�J JJ—JJJ J—J_ �J—J J—JJJ JJ�JJ—JJJ—J J��J � _ BRICKS AS PER SPECIFICATIONS �J J J JJ-J_JJJ_�- J_J_ J-� J_ DOOR JJ.TJJJ_�JJ J J.__J JJ-JJ JJJJJJJJJ_ I J_1J-JJJ_ -JJJ JJ_J J_�J JJ J_JJJ-J_��-J J�J_ J JJJJ_JJ J_.J J�J J_JJ_ 7-JJ-JJ JJ JJ JJ JJJ J J-JJJ J J-J J J_JJ-J _J_J JJJ�J_JJ�J JJJJ_7JJJJ�JJ JJ JJJ_JJ JJJ�J-.J� J� �JJJJ JJ_.JJ JJJ.J _J J _JJ-'J�JJJ �J _.ICJ�J_JJ� JJ_�J_JJ_JJJ JJJJ JJJ-J�_J_JJ JJ J_J J � _JJJ-JJ JJ JJ�J_J_JJJJJ_JJJ-JJ--.J-JJ�_J_ JJJJ_JJ_J JJJJ JJ JJJ-JJJJJJ_JJ_IJJ JJ_J_J J_ JJJ J_J_J JJJJJ�JJJ�JJ-J-1_J-�J-J-JJ_JJ_J_.J_ J_JJ�JJJ�1_J JJJ_ J.JJ-JJ JJ_JJ_JJJJJJ JJ__J_J JJ � J�lJ�J�JJ-JJ JJJ J_JJJ_J-JJJ-J_J_J_JJ JJJ-J- J �J JJJ_J JJJ_-+-JJJ-JJ_JJJ�JJJ_JJ-JJ_JJJ_ JJJ JJJJ J-/JJ JJJ_J�JJJ_JJJJJ JJ-JJJJ. -J J_J_JJJJ JJ JJ_JJJ�JJJ-JJJJJJ -JJJ-JJJJJ JJJJ J_JJJJJJ JJ�_J_��JJJ_ - 6� CO CURB JJJ__J_JJ�J�_J_J JJJ J -�J_JJJ J- �J_J_J J J JJ JJ_J_J_IJ-J-JJJJ J-J_J_J J_JJJ J J_JJ_J�J JJ-JJ _�JJ_J JJ_J -JJ J .JJJ �,J�JJ �J J___J J-J-JJJJJJ_J��JJJ-JJJ �JJ_JJ-�J JJ JJ_JJ_.JJJJ_JJJ�� J_ JJJ -�-J JJJ��JJ-�_JJJJJ_-.J_J�_JJ_J-JJ_l_ JJJ J.�J JJJ JJJJ_JJ�-J_J-J _J�J J _JJJ J��JJJJJ J.J JJJJ J_l_JJ_JJJJJJJJ_J�-J_J_J_ - - �� FIN. FLOOR JJJ_,_JJ_JJ_ JJJ_J JJ JJJ _JJ_IJJJJ J_JJJ _ - -- —� FIN. GRADE" REAR E L E VAT ION EXTERIOR ELEVATIONS-2Omm �"T „ - 67 I I BURGER KING CORPORATION '_0„ OFFICIES AT SCALE /4 5/15/67 7100 NORTH KENDALL DRIVE 1/9/68 MIAMI, FLORIDA, 33!56 5/10/68 4/ (/all SCOTT B. ARNOLD A.I.A.ARCHITECT FA ASSOC. 7550 RED ROAD, SOUTH MIAMI, FLORIDA �f/ae 7-11�p_ti A T FxP ✓aiNT FXP ✓DINT �- _ ,NOTE: SEE DETAIL s<14, SHEET Ik 20 FOR BUMPER POLE SPECIFICATIONS. LOCATE POLES /2" our F.Qo.n v.YDE� TNT �( 9e ovT+Sioi GOCn/t� of C 3 PE par. .sHr M 19 - FoTL . THE ROOF OVERHANG. (2REQUIRED) FO V NO e r W WASH. I"FINISHED ELEVATION FLOG 5'-4 I LOW FINISHED FLOOR - --- 2#r'p CoN'r• _0 4' b" 4"CONC SL NO, BROOM FINISH ? I • Sc�R£ AT 6'-o" o.0. I/L" DEET ,♦ FINISHED FLOOR \ GOL• ConIG. fyL OGK,PILL FINISHED FLOOR ELEV. 0 00 _ A ELEV.0.00 C8L LS w/GONG• I 1 FINISHED FLOOR INISHED ELEV. ELEV. 0.00 R v SEE DETAIL OF 4" EXT 0.06 I I 1fiAV6 TOP COUCLS.E OF -LLlCJG -- I \ C COL PLAN AT BASE THIS S out @ o 0 o z wit T Y o• � � (` ��• �� I TYP ALL STL EXT COLS b II 4 CoNG. 1 2 - O O Z b. SLAB VY/�oXCo Ik I I M I . �_ to/lo GALV• M FhN FLAT AREA 1 I' I RECESSED AREA FOR CAN I o . m 0 I , \ WASH. SEE DETAIL SH.N 19 I ( l I p u 4 MIL. visswe6N 10 I 18 8 4' p" 7'-0' 4' 6" 13-8 I I q" C` ,r ro ♦ l9 �IIAL Ric.10 INS(JLA•j1okA F i F ----- \ - - i GoMPAGT� FI1.L 1 FINISHED FLOOR -FINISHED FLOOR I &T VN4"�ONc. � I TYP E xT. coL y. 2 ELEV 0.00- ELEV. 0.00 , w a �—CArzky FTC• TO I-F-VaL 1 0 of F1•-05T peNeim.A--l-tot4 I I I i I STL. COL. PLAN oD 1 12"MIN. X 24" MIN CONC.FOOTING FINISHED ELEVATION -0r08' \ 12 MIN X 24" MIN. CONIC.FOOTING I o J J J n N I I WITH 3*5 BARS CONTINUOUS. J WITH 3 11 S BARS CONTINUOUS ( I N v IZ MIN. NOTE:-CARRY FOOTING TO LEVEL a /4"WOOD I I I OF FROST PENETRATION PER LOCAL CODE. I I ALTERNATE FOUND SECTION. I I TYP. L � A P�I.DC� FIN FLOOR �►L AROUND Z I I I 4'CONC.SLAB REINFORCED WITH `- 4'CONC. SLAB REINFORCED WITH I Z u N _ - -_ -_ _ - - _ „ , O I / 6"x 6"#0/10 GALV.WIRE MESH ON � � O fi'X 6"*10/10 GALV.WIRE MESH ON i SGALE I U I ` n I 4" 1 STL. COL 4 MIL'_ VISGUEEN,AND ON WELL 4 MILL VISOUEEN, AND ON WELL I 1 �y a COMPACTED FILL. EXPANSION COMPACTED FILL EXPANSION a v �_ I 1 ( JOINTS TO BE PLACED AT ALL \ JOINTS TO BE PLACED AT ALL i a :� I BASE 8 X 8 X 5/B" PARTITIONS. PARTITIONS N , COLUMN TYPE O, 4" O STEEL TUBE I \ M .1075 WALL THICNESS, WITH 8"X 9'X 5/8" \ (� I� '_ - -- 1" GROUT I ( \ BASE PLATE W/4-Ili"*ANCHOR BOLTS; \\ I 1; ♦ I 1 ALSO 4*X 8"X 1/2"CAP PLATE. ENCASE 1 ` STEEL COLUMN & PLATE BELOW GRADE IN I �. 4 I/2" BOLTS U I PROTECTIVE CONCRETE. (14 REQ D 1 1 u 1 i E E \ D ' D I�° ��I 4 •5 L BARS X 4'-0" BENT IN MIDDLE. 1= TYPICAL _ I I ELEV. 0.00 I� o N I I --- B 27'0° Or I , TYPE 2 FOOTING,R fi'x 3-6"X 16 BEEP F I I I i 12"X 24"CONT CONC FOOTING WITH �UR t4 BARS EACH WAY. I I I N FINISHED FLOOR ELEV O00 TYPE�1 FOOTING , I — 4'-0' 4-0' X 16"DEEP I I rJtf W/5 if 4 BARS EACH WAY FINISHED ELEV. -0.06' i -- — • / , 3 4 5 BARS CONT 13-7 13'-7" 21'-10' I 8 I 24,. - - -- - — I - - 15/'8' O D S/S PAIL I II I SECTION wZ - Z" META1_ FLANGE AT FLR. ---LINE OF CONC BLOCK UNDER SLAB � I- TYPICAL \ S C/� L k (��- I�- O" I I" TO 1 1/2" BED OF GROUT-- , QUARRY TILE 1 •7 I FINISHED ELEV•-0,08' 4 x 4 WOOD COLUMN i I FORMICA COUNTER �� 3"LD. GALV. STEEL • - o 18--- - 8rr PIPE SET IN CONIC. - - . N 4 X 4 WOOD COLUMN , I a �18' X 18"CONC PAD N i I I °D N - - OF STOOL 18" POUR GROUT BEFORE 1 I * _a _ % - �f` PLACING RAILING - SECTION ° 1 - 1" o \ FINISHED FLO PROVIDE 2 I/2" HOLES TH CONC ; i� \ ELEV.0.00 FOR STOOLS, OR DRILL HOL S I I I m I S C A L E 1/2 BEFORE EQUIPMENT ARRIVAL , U a I of BLDG. - 10 HOLES AT 2'-OIL O.C. FOR STOOLS 12'-2" o ¢ I 3�DIA GALV. TUBES SET IN CONC TO PROVIDE MOLES THROUGH CONIC. FOR RAILS, OR DRILL HOLES 1 I N POURED CONC. COLUMN TYPE 4"t STEEL TUBE, I JUST BEFORE EQUIPMENT ARRIVAL B - a SILL N .1875 WALL THI NES . 8"X 8 X 5/8" I x I VEs RT Z X 4" 8-6' 7'-0' T- r 2tO BASE PLATE W/4- I/2".iNCHOR BOLTS. I' w I c_D FILL 21/2" HOLES W/POR-ROK c� I I - 2 X 4 SOLE It Z I ® 1 LEAVE ro P couRst I of DL5lSI CST�: G I 1 - - -- -- ---- - --ALSO 4'x eM vA CAP PLATE GRAD - - ^1``- , - AT COON ER ONLY BEFORE PLACING PEDESTALS I � STEEL COLUMN E. PLATE BELOW GRADE I I INTO HOLES. 1 I 18•X 18"X 12"DEEP CONIC PAD L�J L-�J r L J 3 IN PROTECTIVE CONCRETE. ( 14 REO D 1 I �N Z TYP AT RAILING VERTICALS f } i I FI R. _j I I F L AT AREA I 1 O O O —�- O -- aL J I- -- - - -- Q - -- - - - - - - - - --- FINISHED FLOOR A 6XP. !T. FINISHED FLOOR — I I��L�ELEV. 0.00----------- -------------- --- -- ----- ----------------- OD -- ® _ _ `a _� 'o ELEV 0.00' _ / FINISHED FLOOR I �� SEC ION " 3 -3 " X�.JL N ELEV 0.00 M PLANTING STRIP I/2 EXPANSION JOINT IL8%4 N TYP. REAR & FRONT i -o O�� CONC SIDEWALK, IONIJ6'NT a o 12'- " GALV. LOCK NUT 8 WASHER„ W 18"Xt$,(G TROWELED IN SQUA ES U GALV. ANCHOR BOLT 3/8"X 10 W/ LbTmor, 2"THD. END. BOLT CAST IN I - CONC. AT BRACKET LOCATION. OHM No. 2-fi 8' 9-10' ' 9,-9" 9-10" 9_9' 9-10 8" 2' 6 6 `AG FOUNDATION PLAN 60TTOM ANCHOR W/ `' 1 1 - ---- - BOLT INTO Smll@5.1t. 5o'-a" I MM N0. URGER KING CORPORATION '--- — - - --- — -`- -- - - WELD TO BACK OF UPRIGHT 67- 11 /4"X 112"X 11/2"STL. GALV. It. DATE HOME OFFICES AT 7100 NORTH KENDALL DRIVE, n AT BOTTOM ANCHOR 5/IS/67 SCALE IZ4 = I�_O., _ PLA OF B 1/9/68 MIAMI, FLORIDA, 33156 �IN,�j e^ SCOTT B. ARNOLD A.I.A.ARCHITECT Ek ASSOC. 4/1/61 7550 RED ROAD, SOUTH MIAMI, FLORIDA C 3/16 1'/2 Isis JOIST 3 a"x2"x3/16"c5 3-2 ice"X.3/16'LS v TO FORM TYP TO Z X IYd X '/B GGO,,vT _ \ 1bMACKP-T � /.9��IC�C�7'. �E'co6l� ro ouY�Po,rrE2S . r „ . u TY�.4bl p E-5 I !e r5 27 20r1AC Oft IG1326 u C o t 3 Iti l lV - F/�[O ,c3 0[7- C s PL/G E Q-• SEE SECT C-C FOR i � 4' � COL. ' I / \ 4° CAP It CONK. CuR13 - Igo"x ICo"O• . \ °Nr TYP. SECTION SHOWING JOISTS BEARING \1/ � \ I N T.9 � 1 I 2-), xs/i6,G3 cON'r I'D' cva6 - 3'-41/2110.Q )c I'-7%2" o.D. END PLATE ovTlooKiR Y[RT. L. TYP. TYPICAL Noa.0R1°iln[, 3 X V4X 1-53/4 Too : I1oTTon SPACe —mac / W/4-3/4 o 15OLT$ \ AT 3 -6" ALL FR?-MI►JG MEMP.5E25 A/C fofL,1 N i �fi OPEN11`G5 To P-,E 2" 2 x Ls TYPI�a-L Ac L,L. OPENINGS. n — — I ISJs J OIsT __ I 3/IG t \ - wood Posr ItR + - 1/4:•' FILLER WELD ALL AOVALO + I 1. II I 1+ I. 11 l/4" BENT t 52ACKET I I I I - COL.+ 4 /4Y1' O" + I ii 141 i9 L 1 4 1 F F E E I D I D D 2 s .4. B 3 4 X /16' TOME Cot,. 2/ ' " /O 1 - - J ; /3' 7" /3' 7" i Lu le � TYP SECTION AT CORNER COLUMNS v► n = 13 w 1- i A N T.S. n ° ° tt O F ALL -srf EL c-oLS . FILLED Zip j(ep 1 o Ib U27 Qof1AC 01Fr-Emr. T IC, (3 U 27 20H woGM 31 w / c0r4C,iLara- - ♦' W `¢ COL TYP 1 I �SPLIcO I - FIELD W!'Lo TOP � �oTTOn NOR•I2. ®RIDGING d ! Cup-5- 2'-$'12"D.O. x _ I 3' In 3n ` e 3 TO ZHa34 TWO jOtJTSONL`( T`fP. AT BOTH �_ , I I',ctl/2" 0. I , SIOaS. V3( PINNiO CONNiCT10N FOIi ALL OTFIER JOISTS W Cu28 - 3 4'/z"V O•D. x I 7'12" O•D• i 3 Is il/ /ISJa Joli{TYP U rl r / SHIFT PoRIraGInIG � �� n d• I I � �/i4V Q Y m Tl�ls LocsTld/.! 3 2'-5 _ 1 / I11 w 0 TO (3E6" PtACLIPLSCA L JI ! a _ - �I f1 QOCJiyO v b CU1215 - FuRN15r1Ec� T w Z o Pay pA"V m O2 N I 1 ,e4fA a ovr�o o.�s,¢ v 7 �!® G 5 8.5 A/C SUPPoAT PSM5. _� - - E 0 P'xl"Xi/1•"L s GeNT. ON 2" 41 x 10" STU?." COL5. I I/^& - +J 4 L T"', I Mea og", 1N 2 i" Ty{�ICAL ALL A/C, ' lR 0O TOP • OOTTor1 .- I•D. ti SPA['!O AT S'-6" l . Xa-XS/8"C/�P 1& + opwG. Foe Y h K TURF-MIJE.,FOY(2GtoFE2. Q TYP W Q -WOOD FOOT SE FLaSHI►16 $" HIGN a V WC O L. O[TAIL �V000 •e5T Q ; N 1 -- ; - - -- - --- -; — r SE CT ION C — G nlrs. a x1 -IAJ 6 0Iz 1-18 r�4 J2 ROHA� .. , , " t8 J o R i I b J N OUTSIDE JOISTS ONLY O - G //p G /fit 6 - /�2 L _G " ARR�LNc[ JOIST pIA60NALS So Tr1Ar PANEL 9 -rJ ' W _ G-t � " - - - laid JOI!3T3 OIZZ IBCk4cJI RoMAG -- - - - — -- (�'- 1 '/Q" PO1b4T OCCURS OVgk% IMVERMEOIATE COL,. 0 0 � ,-- TVP.^WIND ORgGIN6 I - - IoR0yl0[ VERTICAL STRUT& OF DOVOLE C N ( 8 Ys X r'h^X 3/I 6 G ( j t w 0 x 8' o- t^R/L 3:- o" 13-0- 3'-0 MIX wZ FIELD %mIL0 IIMO -. . rf _ o w tC / j / TOP CHOI •� 3su - - 510E LAP VlftLOL E PA, NG OF \ 2- 9/d' DoLT� a' I ' z TO / iYff L DECK S PUDOLE WSLOS PtR &Haar I I 5/16 T 3/8" ¢ X 1,. AT IA POINT of pEARIWG TYP. / —\ 13ASE � CAP PLATE ` I/4" STEEL !�,\\ . POST A FIELD MOLT 3PL E 2- 4/2.+ DOLTS 27 20MAG / Oft I&a&A- Z _- _- 16 B/U 27 cOal(o624 •- jaO COLUMN DETAIL ty Tor of \ INDICATES SAVE DlACVCET co - - ALA To (beAM commECT10 2,x2"xs/l6%lS TO FORM N.T.S. I 3'X j x '/4 L S 1 I!AV! f PARA►LT DRAGKirrb FOR SIGN sUPPpICT TYP AT ALL 4 C•RNilly 2- 5/8'APiGF{OR MOLTS A 12" LON6 -- ---_ SHEE? NO. 3"x3'x 1/4".e x 19'-0"ZCr FOM Sl6w SUPP04T ROOF FRAMING PLAN I 7/e- x 1 'h� X /a'� oenr WIELDED T o OUT LOeI(tRa A Comm.G7 "� BURGER KING COKPORATION call Ica.L OATZ 7100 HORrH KENOALL DRIVE, s/if/r,7 YIIAM( FLORIDA 3'u19G �- dui ROOF FRAMING . PLAN SCALE �Y4. = 1 SCOTT B. ARNOLD A.I.A..ARCHITECT Ea ASSOC, 4/ 1 75150 MO ROAO, SOUTH MIAM1, FLORICA c NORTHERN - ALUMINUM CAP CONTINUOUS, PIZ15PA TE Rr-0, UNSCREW TO REPLACE LI•HT! TYPICAL. _ _ _ _ _ _ _ _ _ _ 54' PLYWOOD SHEATHING CONT 1- ALL MATERIALS AND SPECIFICATIONS - -- I NOTE FOR ROOF, BEAK PARAPET AND EAVE 0.0.50" ALUM. FACING FORMED CONT 0.030",ALUM, ttrL. LIGHT TROUGH 2X4 NAILER BOLTED AT EACH CHANNEL ASSEMBLY ALT ROOFING INSULATION STRUCTURES ARE IDENTICAL THOSE (przEpA(NTE�) TYPICAL. =o W/LIGHT DIFFUSING INSET PLASTIC STRIPS,CONT g INSTALLED OVER ROOF MEMBRANE SHOWN IN SECTION-A ON THIS SHEET DIAGONAL RED PLASTIC STRIP, TYP SEE DIET SHT 017 I 2 ZONOLITE LIGHTWEIGHT CONCRETE ALL VARIATIONS ARE SPECIFICALLY BUILDING PAPER ON 5/8" PLYWOOD SHEATHING I X4 NAILER NOR ODNT OVER 1/2" DYFOAM PLANKS. SHOWN BY ADDITIONAL NOTES AND L - - - - - - -_ - -- -- Z• GAUGE GALVANIZED IRON FLASHING DESIGNATIONS. -- � ALUM. STARTER TRIM • �0 2 X 4 CONT 4T 1'-0" 0 C CONTINUOUS SEE HEATING AND AIR CONO. G G 4'X3"X I/4'L XO'-3LG TYP SHT. +* 15 RED ALUMINUM SHINGLES AS PER - BUILT UP ROOFING 2"%10'CURB SUPPORTED 8Y SPECIFICATIONS, SEE SH N 3 2"X 2'X 3/16'IS /STEEL ROOF DECK,TYPE A, 1 1/2"RIBBED M TL . C U RL a FOR T14(S FAt4 6 88.5 AIR C DITIONING SUPPORT 2'x 2'x 1/4'"ANGLES WELDED TOGETHER 22 GA,MAMON, WHEELING, OR EQUALHAPE CANT A5 5H0wk TO TO FORM EAVE & PARAPET BRACKET FUR.NISHtO D� )JAVF40M INC-INC• BEAMS ON 2 C STUB COLS 10'HIGH cOH1=oRM -(o -bP-, CONOITIO95. 3 3"X 3"X 1/4" LS TO SUPPORT SIGN I' RIGID FIBERGLASS INSULATION, FIME2GLASS INSUL. CANT \ —. 26 GA. GALV. FLASHING CONT. PAINT ExP STEEL W/2 COATS RED OXIDE •5' JOHNB-MANVILLE d CANT \ Sme DETAIL -THIS SHT. S*aIP T f P �1T ALL WOOD ♦` STRIP. MOP ON, TYPICAL cumofr. H H IB Me JI STEEL JOIST ROMAC 20 GA.GALy. CuRB W INSUL. OW -�� _ SHEATHING SHINGLES IN LES OVER LNG THE INSIDE SUPPORTED BY 2` X 2"X 3AS"IS _ 1' 3" OR 18 J 8 AT REAR OF BLDG. ONLY. 2 21/2" "X 21/2X 3/N"[S_ -- ,�' 3/16 TYP. 3/16 I I/2" � BLOCKING UNDEP DECA 3"X 3"x I/4"� L CONT _ _ NOUIT BY'II ELECT CONT -------- 7r�� IB Vu27 ROMAC i/ �� v (ERECTION BOLTS OR 16B 26 - - --- - - ---- -------- 16B/U27 ROMAC \ 4S ^ �/ OR 16B31 16B/U27 SIGN BY �• ^� �� �i ------- -- 3/I6T (16B26) SIGN CO \� • r -ls 1/ - - - ---- -1 - F XITURE - - ,� zzzrtr�•z a� — — —r ——— MIL lea -MITER TO FIT (1" 6') �' I I (I"x6) MITER 3"GATT FIBERGLASS OR MINERAL SECURE 2% VERT BAl T ENS,IZ'O.C.AT I ACOUST AL T LE • - 1 WOOL INSULATION THROUGHOUT \ EACH END WITH 1/4 MOLTS TO ME JOIST! 1 CEILING AREAS AND W/S18 WIRE AT ALL OTHER / DOUBLE 2 X 4 TOP PLATE CONT. ITH 11/2" X 1 1/2"X I/8'L CONT. FLA6HING PED ALUM. INTERSECTIONS OF BATTEN! W/BEAM! FOUR V2"OTMREADEO TS FOR 0 BOLTS THROUGH BEAM 2'-0"X 4'•0'X I"CELOTEX 'PR07EC NE DRY WALL IiTL. 6LL N 1`4 S HOOD SUPPORT W/1/2'ROD AT 451 TWO I/ WELDED TO OUTLOOKERS OR NH N4 p0.�WAIL ory 3u�Pf NDiD I AXUS1(FORM"CLG.BOARD. INSTALL FOR BRACING AT 4- OC 2 X 8 FASCIA CONT) I ON A SUSPENDED ALUMINUM 2' X 4' ` ^I STAINLESS STEEL HOOD 20.0' LG. GRID SYSTEM I HR. RATED 1' X 2" N IN CENTER OF ROOM,SUPPLIED BY FLASHING 9.ar2 ALUM. DAVMOR,INC.,AND INSTALLED BY DRYWALL 4"X 8"X 5/8' CAP PLATE W/FOUR 40244 AMARLITE THE GENERAL CONTRACTOR. 2 2�(4 S RAMSET TO L$ I I \ 5/8"BE WALL FIRESTOP INSULATI /2 THROUGH BOLTS,AT COL W ME AL EDGING @ SOT.O I 4 FIXTURES: 4�-0"TROFFERS -' / n �� LIGHT I: POWER 0 RT PP 240 R ALL D Y WALL NOT C0vE(LEO - 5/8 1-11 7EXTUREU PLYW"D SOFFIT MAT I 5UILT-IN MENU P�oARfl GBlF" veep W/TI E eR r+aRLITE -rr 4 0 FIRE PRO"E�i ED NON -,'OM BY tiOPPF RS 4"8,STEEL COLUMN, CLAD WITH „ " ---- - ! S/8 BESTNYILL FIRESTOP AND 3/4"RE woep HANGING ON 2 SjRApS 90l THIu•1 O O ! 8"� PAIN?ECAS PER SPECS.,GR00`JES TO F��ry I SEE DETAIL 44 1- •5 ON To RJR J019T • 1�13TALLAjlohl by FROM PRICK FACE TO I JUNCTURE OF -�-- PERPENDICULP 4 TO ALL OUTSIDE WALLS SHEET 07 GENEMAL C.o/JT¢,aeTo2. 101/2' 3'_ 6 4�21 12 V4 4 B IA4 17 2"X 2 X V4" LS AS SHOWN 4'-41/2' - - - 3' 10'. _ _ NOTE CENTER A 2 "X 2 "X 3/K'[ - --- ----- -- -- -- -- v4" PLATE GLASS - - - - I 2-2 k 8 BOLTED TO OUTLOOKERS ,i, BEAM 13'-0"± LONG IN HOOD VALANCE _- TIES AT 24" 0 C. VERT. AND HORIZ. I W/2 X 6 FIN. 6 ROUTED FOR O ) SOFFIT STOP (WINDOW AREAS ONLY) STAINLESS STEEL HOOD RETURN - OF AM AND COL °e; STAINLESS STEEL SOFFIT ALL 2"X4"X8"BRICKS p� PER SPECS W/3/8" � I HANGING , 1 MENU SIGN W/I/4"!CREWS = 18 .S/S W/3ANGULARS I" °� I 3N' LONG, IB"OC X I�X 14 GA,S/S; PURCHASED JOINTS RAKMD 'I4� DEEP r� 1 FROM DAVMOR,INC, TO BE • INSTALLED BY THE GENERAL 3/8' FURRING BTWN 4 COLS r` CONTRACTOR. 1b[HI o waLIC IN uox oN I X4 ALUM TUBING { Y 5/8"THICK EXTERIOR GRADE PLYWOOD cr 4'XB"WHITE CEiAMIC TILE 1 o+ i LL THIN SET ON 5/8' BESTWALL _ I- I FIRESTOP INSULATION 2 X 4 S UDS AT Ifi' Q FORMICA TOP, TAN LINENS IQ&,,-3o cV ON 3/4' PLYWOOD, GLUE•185 - � 3'-0" URAC, SEE SH S 6 v k'1 E37 AMARLITE --- �I - WORK COUNTER 2"x a"X 6"BRICKS AS PER SPECS. CUT AS SHOWN 81 CAULKING I 15 LB ROOFING FELT. 6" MIN SET ON EDGE TO FORM A SLIGHTLY SLOPING SILL II/• r 4 - in HORIZONTAL LAP. WITH A I LIP OVERHANGING BRICK WALL BELOW 2� 113/b• 6'x6'QUARRY TILE SILL W/BULLN SE I (CUT TO FIT) - STEEL L BRACKETS 4'-0"O.0 ± •r WOOD SHELVES, SEE ELEV.06 I POUFED COi�C. SILL 12' _ 1 5/8 BESTWALL FIRESTOP � ,DOUBLE 2 X4 BOTTOM PLATE CONT 2 X 4"X 8' BRICKS WITH 3/8'JOINTS --- - RAMSET PLATE TO THE CONC WITH 3" PINS 32"O.C. RAKEo I/4,' DEEP _ I/4 PANELLING w/MTL. EDGING @ ieoTToN = DOUBLE 2 X4 BOTTOM `j f,ONT ASBESTOS CEMENT STRI I/4'PLASTIC FIN MARLITE TEXTURED LINED W/15 LB. FELT o PLATE CONT,OD14C RAMSET PLATE 5" INTTHICK / PANELLING, DARK CHESTNUT 473 4 CONC SLAB W/6 X 6 #10/10 GALVANIZED _ ;:•• STEEL COL. W/BASE k. 8 X 8"X 5/8� TO THE CONC WITH 3'PINS W/4- 1/2 0 AN CH. BOLTS X 12' LCs• - 5/8"BESTWALL FIRESTOP INSULATION - AT 32"O.0 1. X6"X 1/2"QUARRY TILE BASE ROAD MESH M _ 2 X 4 CONT. DRY WALL TTAC EQ TO ASBESTOS ` 4'CONC. SLAB W/6 X 6 it 10/10 GALV. BROOM FINISH (L M /4"X6"X 1/2"QUARRY TILE STRIP / Mp OIGKING C. ROAD MESH REINF QLOC1CI "IS 3 BLOCKING 30LB. ELT \ �N - 4"X q'X 1/2' gUARRY TILE �`-$"RED QUARRY TILE BASE G EXPANSION JOINT BROOM FINISH N _ _LINE OF FIN FLO ON I TO 1 1/2 GROUT BED ` I" j_ N LINE OF FIN FLR. I"PITCH i — \ SE_EI;T BACFILL). I _ SECTION — 1 I SELECT BACKFILL • -,•_M<u � 4.OONC.SLAB W/6-X 6' i 10/10 � � � , 12 CONC BLOCK - - FILL CELLS W/CONCRETE y-" GALVANIZED ROAD MESH ON 4 MIL VISQUEEN " - • 1 I I/2" RIGID INSULATION ON C SAND BED C. o ' I ON ALL b1Otf 4 DOWN TO FTG OIL R/C•ST U • .. J, CONC FOOTING FOR 4" PIPE COL I o� a ' ' T12'X 24" CONT FOOTING W/3*5 BARS.CONT. CARRY FOOTING TO LEVEL OF FROST PENETRATION (SEE DETAIL AT SECTION"E" SH 14) ( 12" •. IN ACCORDANCE TO THE LOCAL CODE i• +. ) r EXH. FArd • 1 •. • Imo. J �• • �..: 20 Gam• GALV M T I . CurcP> - - FuRN. 6y 0,-YMoR - 24 i SECTION A 5le• 83i4„ �e" \/ARIES SECTION C a 173 5�$" pLy\VOOQ SHEATHING 5/6" PLy�VOOFJ SI-IEATHIrIG GehYEA GALV. WE (�A1r17EC7 RED � — FELT '5T'rLIP OVER CUIZZ FLA�t 0.030" ALUM ALUM. SHINGLES �PREPoINTL`D� FACING Fog �i LIGNZ' -(ROUGH (P2EPAINTED) 0.030 ALUM. It�S1OC- SHEET N0. INSUL- FLASHING ---- - -- � CiIANNEL P�RAGKET - SECTIONS A, B, A C 6LOGKII.IG �� CTYPIGAL) N� -ALUM. STARTER TRIM. coN'T-. 0.030" ALUM. END CAP CONT' CAULw_ING. TYP 67p-11 RUMR KING COR"RATION (POE PP-INTED " HOME 'KFICES AT ,4, ?L ( yg 003o ALUM. END CAP DATE 7100 NORTH KENOALL DRIVE, FBt_T) ROOFING METAL Psc►c (PIZER-IN-TE(D) 5-15-67 UNDF-M FLANGE -TbP GHoIZP OF SOIST S E cT i O N G SECTION H •/9/69 MIAM1, FLORIDA 33196 CUFS O ETAI L I%2" = i' - o" I%2" i' - o" . - s/lo/se SCOTT B. ARNOLD A.I.A. ARCHITECT ASSOC. 7550 RED ROAD, SOUTH MIAMI, FLORIDA A .r. B 3/4" ALUMINUM W CONTINUOUS, r(ZLEPAINTUD RED. UNSCREW TO REPLACE LIGHTS. TYPICAL. ALL MATERIALS AND SPECIFICATIONS _ —2 X 4 NAILER BOLTED AT EACH CHANNEL ASSEMBLY FOR ROOF, BEAMS,BRIDGING,LIGHT FORMED CONT PRePAINrdi) ALU 4• LIGHT 9 INSTALLED OVER ROOF MEMBRANE. TROUGH,SAVE E PARAPET STRUCTURES, TROUGH W/LIGHT DIFFUSING DIAGONAL RED 2 X 4 NAILER HOR CONT AND FINISHES ARE IQENTICAL TO THOSE SHOWN IN SECTION*D"ON THIS SHEET. 1 1/2'X 1 1/2"X IA'•L OONT FIELD WELD PLASTIC STRIP SEE DIET SHT 11 17 ALL VARIATIONS ARE SPECIFICALLY --I AT ALL OUTLOOKERS SHOWN BY ADDITIONAL NOTE AND X 3"X4"X 1/4"XO-3"CLIP L WELD DESIGNATIONS. 5/8"PLYWOOD SHEATHING CONT. AS SHOWN - -- - ----- / 26 GAUGE GALV IRON FLASHING CONT RED SHINGLES AS PER SPECIFICATIONS __- /, SEE SHEET i 3. � BUILT-UP ROOT � 2•'x2"04" LS WELDED TOGETHER '�OHN3 MIBERGLASS INSULATION BY MOP ON TYPICAL.TO FORM AN EAVE I> PARAPET BRACKETIE 90 RED SLATE VE2T bVER- - 45_ �, r 1 1/2•X 1 1/2•x 1/8''CONT L , FIELD- STEEL ROOF DECK,TYPE A, 11/2" RIBBED '60# r-eL-T.TYF. 45• WELD TO OUTLOOKERS 22 GAUGE;MAHON, WHEELING, OR EQUAL 2 X 4 CONT AT I -0 0 C- i TYPICAL BRIDGING DETAIL, 2•x 2"x 3/I6'•1 LJNT o M TOP L BOTTOM CHOIlli BUILDING PAPER\ r Ix tr► Z . 90 ,,. 4s• go. 06 B/B 3 U 27 ROMAC / + iip ` MITER I"X45 ) 1 a+ - ---- --- - - - - - - - - -- - --- - - o I 3'' BATT FIBERGLASS INSULATION LINE OF FIN CEILING r M TER TO FIT I THROUGHOUT CEILING AREAS I I 2 X4 TOP PLATE 4 X B' X S/B CAP PLATE W/4 I/2"X 1/8"LS 2X 8 FASCIA CONT I 2 0' X 4 O'xl' ,GELOI EX "PROI ECTONE I"Xto"RL-P woo C) CROWN I I WELDED TO MAIN BRACKET LS ACOUSTIFORM CLG. BOARD INSTALL MOULDING, SHAPED 6 PLANED 1/2"THROUGH BOLTS ON A SUSPENDED ALUMINUM 2'-O"x4'-0'' FOR CONFORMITY W/PANELLING I I 2-2X4'S RAMSET TO L'S I GRID SYSTEM I HR. RATED AS SHOWN LINE OF FINISHED WALLS I I DRYWALL 5/8" I-II TEXTURED PLY D SOFFIT MAlAINTe I I/4' PLATE GLASS DRYWALL ~1 I vjMESTWALL FIRESTOOPIINS LATIONNLI FLASHING PREpgINTED R� FIRE PROTECTED NON-COM BY KOPPcRS PnWTeD / I 5/8'' BESTWALL FIRESTOP INSULATION 5/8' BESTWALL FIRESTOP INSULATION 1 D(Z�VA�t NoT �d AS PER SPECS GROOVES TO RU14 NERt•;ENDICULAR/ I I oI Mo¢L1E. CovE2ED LE Ile TO ALL OUTSIdE WALLS 1 •" It STANDARD PIPE COLUMN i i 2 X 4 STUD WALL TYP. 2- 2 X e BOLTED TO OUTLOOKERS CONT . LINE OF 4"STL COL BEYOND 8'-O"X 1'-4' PLASTIC FINISHED CONT W/2X6 FINISHED E ROUTED FOR SOFFIT STOP I MARLITE TEXTURED PANELLING, I I _— _ - 4 _ 011 I, g"+ k (WINDOW AREAS ONLY) DARK WORMY CHESTNUT 0473, TIES I I I fifi 1/4" THICK I 24' O.C. VERT 81 HOR I � I 2"x 4"x 8"BRICKS AS PER SPECS.W�3/8" MORTAR JOINTS.it"E 401NT Va I I I I I I i I 5/8'THICK EXTERIOR GRADE PLYWOOD D I N I N G R 0 0 M S T O R A G E R 0 0 M I I I I I I 15 LB ROOFING FELT. 6" MIN I • HORIZONTAL LAP 437 AMARLITE 2 x 4'x 8"BRICKS AS PER SPE(,: cur AS SHOWN 81 I I SET ON EDGE TO FORM A SLIGHTLY SLOPING SILL I CAULKING WITH A I" LIP OVERHANGING BRICK WALL BELOW 11/2'\7 113�8• 6 X 6 QUARRY TILE SILL W/BULLNOSE(CUT TO FIT) I I BOTTOMW/FOUR PLATE 8"X BOLTS i I i 5., WIDE ASBESTOS CEMENT 1/8"THICK 11- POURED CONC. SILL 2'x4' x B' BRICKS WITH 3/8' JOINTS LINED W/ 15 LB. FELT DOUBLE 2 x4 BOTTOM PLATE CONT DOUBLE 2 X4 BOTTOM PLATE CONT FZoKEp %4" DEEP RAM SET PLATE TO THE CONCRETE 12 LONG \ 1 5 X 6 QUARRY TILE BASE ATTACHED P NSSEeT PLATE TO CONCRETE W/3" 5/8"EXT. GRADE PLYW'D. W/15 LB. FELT W/ PINS PINS ! 32"0C TYP I TO ASBESTOS STRIPW/MASTIC %4" ExT. P�Ywoo17 w� ENCASE IN CONC THE BOTTOM I I BlOCK1l4�s 1n 1/4 MARLITE ON 5/8• FIRESTOP INSULATION 1/8'ASBESTOS CEMENT,5"WIDE CONT. 1/8" ASBESTOS CEMENT STRIP,5'WIDE PLATE E THAT PORTION OF THE _ I I 4"X 8"X 1/2"QUARRY TILE • ,' 6LOG�n1G ON 3 51f)ES of KITG1Er1 ONI_y� TYP. G B.•se PIPE COLUMN BELOW GRADE I ON I"TO I I/2" GROUT BED f \ PSLOCKIHG \ I 6 X 12 CONC. CURB W/2 s 4 BARS CONT _� 15"X 6"QUARRY TILE BASE,THIN SET X 6 QUARRY TILE BASE,THIN SET I I a 6"x 12�CONC CURB W/2 iF4 BARS CONT 2X4ACONT. � I 4�CONC SLAB W/6X6 1t10/10 dD 4 X8 X I/2 QUARRY TILE CONC FOOTING 4.0 X4-0 XI 4 I I \ I I GALV ROAD MESH / t M DEEP W/5 *4 BARS EACH WAY j I 4 CONC SLAB W/6X6 *10/10 GALV 30 LB FELT TYP 1 I 11/2 RIGID INSULATION _ /ROAD MESH ON 4 MIL VISOUEEN FIN FLOOR LINE �� ON I SAND FILL FIN2FLOOR LINE 6 p/1 _air II � N � �� .1I,SAND FILL �y� COMPACTED FILL .. I i o" •o , ' II � I 3t5 0 BARS CONT STAGGER SPLICES I CONC FOOTING FOR 4" PIPE COLUMN CARRY FOOTING TO LEVEL OF FROST PENE- 011' 12"X 24" CONT FOOTING W/3it 5 BARS. CONT. — ` II TRATION IN ACCORDANCE TO THE LOCAL CODE \ �` I (SEE ADJACENT DETAIL —� ) - zJ LL= - 12• , , o SECTION D SECTION E Detail of 4 P Pi a Column SECTION F Assembly at Section E SECTIONS D, E, & F SHEET NO. NO COMM67- II BURGER KING CORPORATION DATE HOME OFFICES AT , 5- 15-67 7100 NORTH KENDALL DRIVE, I /9/68 MIAMI, FLORIDA 33156 5/10/68 SCOTT B. ARNOLD A.I.A. ARCHITECT & ASSOC. 4/I /&'1 7550 RED ROAD, SOUTH MIAMI FLORIDA / jHREE - 8' X 12' SGRiENEA VENTS t 6REENNBCK MODEL CO COD EX41. FAN 125 CFM @ %g S.r. �1t9k AN SOFFIT LJ I/Qo N.P. 120-I-Coo 8'x6"DUCT TN¢u (Coop W/15 "[p CURFy L-'I IOCOgo OUT9loE A11L 1147,v - I 4 I * GREeNHecK MODEL uGPDH 24-7 SEe *otTAlu"M" 10/10 O.A. ON (ZETUR.N u' x 8/(o L,J I L 3 EXHAUST F/�N I(o/1!o HoQ ERNE f BAN DEL CH IOP� ocv> GFM na.MPE¢ Y {� - rl l2'x 12' COMbUSTION AIR 0"�cCo T Pam✓ - G G"XO"2. 6 c¢E \ I N' EXN RILL CRE a'x OR. Cos CFM \ F GRILLE I N c c 1. I N S Coo FM ro'xCo' T�ir& A'�1-1 ` cu5 C•FM - - - - I PjK-WPO-15O-5-3 p^n G,'%6d' T4 g A-bi-1 O"xa' T4 5 A 57-1 (CoRNER) V (coftAER) c-OcFM -- I _ lDo CFM . P"37,I C� `� 20 Cs+E. MraTAL I \��� - THERMOSTAT 1 t t Cos CFM GuRPy. F•URN. By I I�}/Ia {3EHINp I T_ I I% p�vnnofZ :�I �n 15/18 cjEE SECTION G I � 15"X IV' R15ER DUCT To A I5"x 15" 1 8 T ! 6 AMS-o6, W/ M NUAL DAMPEQ � 12/18 1 110/10 o.A. WY5c �p OAMFER CoCUCFM - - , \ �, , -- I \ _ I, + 18/I9 R/A Dt3 To 30/12 To 2A"X24" T A 70-D-FI> 24i \v121NG Co" AFSavE FL 2 (2o GA) GRILLS" RM 24"X'4" -2•A•G• T B 1°�X,goAM9-OP� 24"x8' DIFF 800 CFM 18/19 SUPPLY DUCT DN f/ _ _ _ Y1/14 NOR. --1- - - - _.-._-- _ - - - EXHAUr7T ROW X -♦ - - - - - �, - - - - - - - - - 15/14 I \\VORTHINGTON MODEL OW- 7Coo-150-53 'S HP 23o-3-COO Pjy t5uaGE2 IUNG " 1 6a0,sOo iyTUH COOIJNG; 150,000 %TUH H ►7 f 8/24 FURN15 ED 13-Y kLC-c7- COACT. \VORTNINGTON MODEL. BK 7roo•125-43, 4H P STORAGE RM. EXH IAA G¢EENNECK MOO*L CH Job, \1 1 (eAli) OPRT'6. \\/T &W Life. MT(D. �rAME vorr It 23o-3-Coo 46,OOo R-TUH COOL, 125,000 BTJH 1/12 H P \V/11'-1- M-Z GFM (F ye) s.P IG' 1p A/c0 Ali Ali- &I * *2, ?L1GYD CFM 5.A. SECTION • � GAS 11T& OPRf'G \Vt 7 M ¢ D LWa. TR ON T\Vo DUCT D D DAMPSOWN To laxiO EK19 6j(LI LE 7\ AfDJU-sTA15LE SLEEVE I\i�lo I ', 24"x$" DIFF ObS.9 9TL. P,EAMS $ XBr'2"C) LA. STUB 2oj� xZoA- oa• (2'x to" cVfLeb) / I 15'X15' T4 P, AMS N. o E%HA�T DUCT A-lb boX UP 7-0° COLUMr1 \VELD• TO eA joIS75 16mry CFI{ AA I �GFM I 8 REaI'D) FuRNIgHEO \v/A/c EaQUljo. - SECTION "A' - - - - - - ---- - I _ 171 A. Ik I ' \Ak $2 Ico'x Iv"rD.G. I, N 14" xa' TO D A 37-1 I00% O.A INTAKE `' , 200 GFM ICIo°,�o O.A• IIJTAIGFs W/FILTERS 140o CFM, / I - 4'-O / -IS/I5 DN TO 24 x24 T P� A 10-D FP�I BK 7Cv0-150 - 10/10 O.A. ON RETuIZr4 FILTE2 TRANSITIO01 S UNIT ------ - N/ FILTERS 1lom GFH I DAMPS �oc>7 F (P-OTIA U u ITS) - - - - - - o � 2 CFM �- 1 /10 o.a FIL R �'. JAM PER io00 CFM. �� I , goY. uP7d ' _- -- -- -� p 0 u\ P1Tr11 PANS-� 15j18 I 6' -- I I Ito/Iro I t I 12/K � I 12/12L11 � I I �- - ___- - -- - - - 24"xB L - - -L� --- I - DIFFUSEQ.S `` I' to/18 ')�1�/Ib' I ' '�,`,' `'` 6 �' I TO 5 A-37-I j - 11 L ' - I 18/1UPPLY, DuGT i I " - --- - 400 oFM I I 5 S 8 m 26/1G poWNl— I __ 1 j 2-B ryEHWf� - - �- -\- - - - - - - - - - -4 1 a h'I FF' TI 4 P,cAM7-1 (Co¢NE1Z) �VeFjH�WiLE PEfLM d;JEAfT` $ I $ I $ -- - I r 1--► T C 15"x l�' F FILTERS, 18'/Z"K 22�X1" Fofl ALL 7Co0-if 4� I r2/�o UN ITS (6lAZ OPE74,Tep) II II I 414� It5"x 15" T PD W,W T 4 bI F&RAu15T FAN MODELI I I to" DIAINETi2 T�i LNG I AMS 6GU C M2a� CFM 24 7 , 2'�O-b ICoo IC SIJCoLE SpeEo) \ 1 EXI•{AU ER 42J� FA^ /C#4 - - WOKTH IN eTON MODEL 51L l no 150-53 S H.F- - DETAIL T w I L I{ • , n \UT 50o F a 3 9.P. 24"tp 1 oP G. ( 1 1 1J 1 M D. CU�an( E DUcT SPEG�)� � 4 M N. \V1N I Zyp-�j-(op OOp pf(uM C�uNU; 150, P5TJH - - - - {- 4 - 1 -� / ~- � GAS HEATING o PRT'v IVT. $Oo L85. Vo UNTWG L J �- I - I- 9AME A5 AA (Y1 ` 1�2 2000 CFM SECTION It 11 1 I ( 24"x 24"IZH F lie • ,� „ 6- ?A" 8" DIFF. T e, , Q , A- 37-1 4,00 CFM EACH 118/12 I 1 1 I I 20 AMP AMP 40 AMP CIRCUIT PlREAK f2 F-.50 CUIT baEA.4-,R CIRCUIT PASAbkF¢ L+ Lk L2 L8 L.1 L2 L3 LI L2 L3 FIELD \Y121NG FIELD \VIRING� �} I 4 1hI7IIjj7IIIIIIII -� \ LI L2 L L I L2 L3 15"xl5" T 5 Als " LLLLLLLLL>� t Uwe- VOLT LINE VOLT -1 14" ��" T Pb A-31-1 r A.c. * I � A.C. ik2 II BOO CFM Low vouq LOW VOLT 14" x Co" 20o cFM R� Y N L G \ L l� 2}.2Oo Im L -+t 'ZOO l `, •y '^ i I FIELD HIRING' ----t'a+ { r_ - GREEN I GONN Tb L 6AD5 Ihl GREEN --1� n J HEATING, AIR CC�NQITIONING, & VENTILATIC7N LAYOUT S�4Ie. '�4 X�nGUTTER - r �o _- � WHIT![ i WHIT! NO-E5 HEAT CALCULATION NORTHEM111TYPICAL STORIc G. HOOD EXHAUST FAN4 T\vo 4ToN UNITS ARE CoNTitoLLeD by CFM RE"ovr= D by 14c>oO EXHAUST F;DN 4roc� GFnA _ I 'tiE .=E%E:.\.L =oNTRACTOR SHALL aUAQANTE.E THE AIQ CONOffIOII- ALLEN VDR?.DLEy SELECTOR. 5•odITcHES (SCE WIRING OIA(�fZAM) � I 'r,� EQutPMEAT MATCQIAL AND LAPJOV FOR ONE YEAR P2OVIDIE-0 DININCo Roost suPPLles (o)( 80 z sJppu ED F!y 2-4 1s. 3l00o CFM yam' w IRI NG D I A G RAM 7. P12oVIDE Fjl(LP SGQEENS ALL oPENINGSr F/xN, ETC. Ro1A A_51-1.R.E.A• GUIOC 1.08 X 80 = 86.4 �F I' T,.E �\NE2 kA5 rME A!2 GOND+TIONING SEPVICED Pyy AN AUTHOR- F ':EO ,\-QTHIr4�TbN DEALER MONTHLY. THE \VOQTHIH/aTON b peoV1De 3- 6"K 12" � t4ED VE14 T5 EQJALLy r�PACrP 3+0oo .;FM X 8to.4= 511,040 i.5TU H NEAT L056 DUE TO EXHAUS] OFF l FAN - J (QX HAUST FAN, AC UNIT 1 Z Vi/ "Y CYCLE OQ GAS FiJIZ4, . ) UP 71-0" �N QClE THE uONEIZ + !Dp.00 (DER eQUAe-T=a.FoR ALoMG REAR rjoFFIT FOfL VENTI" JOIST SPADE• 6,600 P)TUH NEAT LO55 DUE To TRANSFER •'1++7 QY+.�E :1.LDING FILTER <=HANOF, N40 THE O\\/NE2 SHALL 31`l,640 BTU H TOTAL NEAT L055 - ca -ai .eTtX.-r i,4 ApvnNi F Fog THIS riE1Z\/IGE. 9. PQaVIDE ou7SIDE AQ -n CONFo2M To Ln -, CoOE THQOUCfH (Coo,84o PhTUH BTU HEAT (5419 50,E EQUIPMENT - 12"K12" oYENINfo \V/ 3LIoe- f7C� 4 SET T-Rum S ScJZEW. - Z DLcT �itZES 15'1,000 DTUN FURNACE RPQ'D. AIR COND. • & HEAT LAYOUT e� o lo. 3 A cE 9N. 12 RcnF F{LMIN�o PL1an1 Fog C2U$ AlLE E{LpCoINQ � Foe \\bRTNINGTON lc 9 B 7(00-125-4 Goo Ll►I _0 FJZEE PCLEA SIZES. °- IIGAT !1•I 1y A- 5\1PFly p C7. , SHALL The LINe/O \vl I"x we OuCT LINER �, P>QIDm+NG To ACA-oMMOPATE LIc{HT FIXTURES. 187, 500 5TLJA I4EATING OUTPUT 4 COOL-is , --_ -- ¢e-L2N ><,,:-Ts �,.2l >t 1+/2' L.iNER DUG15 NSEEIow eooF -re) �E i ";1"il BURGER KING CORPORATION :NS�)LA.Ts0 \v; I., pJx.T WW, (SEAL ALL JolfITS) clNLF-yD II DIFFu5E23 aaJLL-s MAi/ REpU12E L-I HT RL'LOC,P.TIOIi In1 _ _ 02DEQ To MATCH F 1NA.L TILE L/.aYOJT- �/ EAT lkZ I °°'T� �c`IEn �TuE2��;5E NOTE : 2 Y� - 7I00 NORTH KENDALL DRIVE 4 12• PR•OVIDE 12"X 12" GRILL FOR C*rlf%- AllL t'/IS/o7 •7EA•� A..L :Duc;T JOINTS APDOVE R(xDF \�/ MEM6R.oNE MASTIC ALL CONTROLS TO bE FURAlISHED 6y A/G CONTRACTOR MIAMI, FLORIDA 33I5Co 1N VTICI'TY lLoori CE1Ltn4 t _---- - - P INSTALLEfD f�7 E:.ccrRlcAL CONT•Rp.GToR. JN:T7 AQe GoaTaOL ED by QLJonA THerzMD5TAT. PHASE OUT LINE TA(sE - -� scOT-r 6. ARNOLD AT A. ARCf-IITECT ei As`' c. I II(o�45 7550 RED ROAD, SOUTH MIAM1, FLORIDA NoR7 N��N SPECIFICATIONS FOR BURGER KING RADIANT HEATING INSTALLATION I. INSTALL TUBING AS PER PLAN IN FIRST CLASS WORKMANLIKE MANNER. 2. INSTALL MUELLER MODEL 17WC-G PACKAGE BOILER (TO BE FURNISHED BY BUILDING CONTRACTOR) IN UTILITY ROOM ON 4 FEET _ 8 3/4' ABOVE FLOOR. FURNISH AND INSTALL IRON SHELF, ATTACHING SHELF SECURELY TO WALL AND CEILING JOISTS. THERE WILL BE _ NO LEGS ON THIS SHELF. I l CAN WASH H W H FACTORY MOUNTED 3. 110 VOLT ISAMP. ELECTRICAL SERVICE, METAL-BESTOS CHIMNEY WORK WILL BE DONE BY OTHERS, BUT CONNECTED BY RADIANT PUMP I HEATING CONTRACTOR. 4. GAS AND WATER PLUMBING WILL BE STUBBED WITHIN 3 FEET OF BOILER LOCATION BY OTHERS. RADIANT HEATING CONTRACTOR 11/4" WILL CONNECT TO BOILER WITH APPROVED SHUT OFF VALVES FOR BOTH GAS AND WATER. tPACKAGED FLUE�- — 5. RADIANT HEATING CONTRACTOR WILL BE RESPONSIBLE FOR ANY LEAKS IN SYSTEM FOR A PERIOD OF ONE YEAR. HE WILL PROVE MODEL 17\ G -- — THE SYSTEM TIGHT WITH AN 80 NN PRESSURE TEST FOR A PERIOD OF ONE HOUR. THIS WILL BE DONE BEFORE THE DAY OF THE GAS FIRED WATER I POURING OF THE CONCRETE SLAB, AND ALSO DURING THE POUR. BOILER 175,000 BTU INPUT. I I I 6 THE RADIANT HEATING CONTRACTOR WILL BE PRESENT ON THE DAY OF THE CONCRETE POURING, AND SHALL REPAIR AT NO EXTRA COST ANY LEAKS CAUSED BY OTHERS OR APPEARING FOR ANY REASON AT THAT TIME. I 7. THE RADIANT HEATING CONTRACTOR WILL BE RESPONSIBLE FOR PERFORMANCE GUARANTEES ON THE BOILER AND CIRCULATING 1 SYSTEM VOR A PERIOD OF (1) ONE YEAR. I I 8 OWNER WILL SUPPLY SHELF ANGLE SUPPORTS, (4; 3/8"X 9" BOLTS AND SHELF MATERIALS. y3/4 3/4" 9. RADIANT HEATING CONTRACTOR WILL ERECT BOILER SHELF FOR A MAXIMUM OF $2500 r 10 HEATING CONTRACTOR HAS THE OPTION TO BE IN CONTROL OF THE NUMBER OF WORKMEN IN AREA WHERE HE MUST 00 HIS I I I I WORK IN THE :LAB ONE DAY PRIOR TO THE FOUR, AND ALSO THE DAY OF THE POURING OF THE CONCRETE : THIS IS A PROTECTIV E MEASURE TO ASSURE TIGHT JOINTS IN THE HEATING SYSTEM. fI I I I II. ALL PIPING IN SLAB SHALL BE BYER'S WROUGHT STEEL PIPE INSTALLED AS PER SECTION "A-A" ON THIS SHEET. PAINT ALL I ( I CONNECTIONS IN SLAB WITH ASPHALTUM AFTER TESTING. THERMOSTAT FOR RADIANT HEAT TO BE LOCATED DIRECTLY UNDER THE WATER I I I 12 ON INITIAL START UP, CIRCULATE WATER FOR 48 HRS. AT 20• FAHRENHEIT ABOVE ROOM TEMPERATURE (BUT DO NOT EXCEED FOUNTAIN 12" FROM THE FLOOR 90• FAHRENHEIT) THEN INCREASE WATER TEMPERATURE 5• FAHRENHEIT EACH DAY UNTIL TEMPERATURE IS NOS•FAHRENHEIT MAXIMUM. I 1?n_�_TO BOTTOM. I I 13 ALTERNATE : WHERE SEVERE WIND CONDITIONS ARE PREVALENT, IT IS ADVISABLE TO INSTALL A STORM VESTIBULE FOR THE FRONT DOORS. NOTIFY BURGER KING CORP FOR DETAILS. I I i I I I 8 GAL. EXP TANK ,-LOOSE KEY AIR VENT 20' ( 20 8' —DRAIN 1 I ( I DUAL UNIT 11/4" 3/4'_ I I I Lj - FLO-VALVE 2 is 4" f3t oafe.l Nit� i I 8 20" 20 BOILER I LOOSE KEY AIR VENT �\I 3" 1 II/4' I �� ilil ,� B • ��� _� -PUMP RIGID INSULATION OR II/2AIN 1 - . 6,-0", oN ALL Stooe. d I -- DoWu Yo PooaTOG oft, � o 1CRo3T LfNg q I 1 it e 0 4.0' I I I i SECTION 'A-A" BALANCE COCKS NO SCALE I I I I I I ROOM THERMOSTAT r 3/4' I I I 115V LOCATIONS BOILER PIPING . RAIL -- - ' ♦ +/ ___%+ I I i L804 E COMBINATION LIMIT CONTROL NO SCALE PUMP RELAY 8, TRANSFORMER, K I 19" — — — — — + 20" I C1 TRO- T 12 rReLAY I 2 L RDM NeAR5 256 1 C 3 GAS VALVE RADIANT HEATING SYSTEM FLOOR PLAN SCALE / '_ 1' _ 0�� BOILER WIRING DIAGRAM 4 RADIANT HTC% SYSTEM I SHEET NO, N0 67- 11 BMUR KING CORPORATION TE HOME OFFICES AT 5/15/67 7100 NORTH KENOALt_ DRIVE, I/9/68 MIAMI, FLORIDA 33156 5/10/68 ¢/I /r.q SCOTT B. ARNOLD A.I.A. ARCHITECT FA ASSOC. 7550 RED ROAD, SOUTH MIAMI, FLORIDA PAN EL150ARD SCHEDULE J `vP 6.3 CIRCUIT DESGRIFTIoN H.F. VOLT5 PI-IABE POLES TRIP CKT. AL n DER AMPS. 6-I NUMbEK AMPS. GKTS. PHASE Nr-UTFLA.L D O -25 N���COMTKACTOIL, 1/2'9 H.P. O RECESSED MT'D. PANEL A, 120/20BV, 54), 4W, IOO AMP 5U58E9 M L.O. D•14,I'3 FLoov LIGHTS A* UP 7'_o" „ D 1EXHAUST Fart by A/C PHONE up 1'-o 9Ee PLOT PLAN / FL000 L.IGH7s 814, 17 To be i TMRU O LIGHTING - 12o I I 30 cr•o Co 2,4.0 24.o SPEAKER L.EAVS To AKo uP 3'-o A23 SEE PLOT PLAN TuRNln ON EN e1TNE¢ T MENU SIGnN - 120 1 I 2p 5.O 1 A.0 0.0. bOX ON TOP 9NeLF / / LI614T MEN ort WoME]J 8 - IC- CoNVsrJI■al'T 1�c*pr. - 120 1 I 20 2.0 9 18. 0 )g.0 17 E VA PO RATo29 - I2o 1 1 20 4-ID I 4.0 4•o J up 442" A-5 P 18 ICE MACHINE - 22o 1 2 20 11.0 L 11.0 - MU5lC SYSTEM TO 150 WG LOCATED HiRr- W/ANTENNA✓ A 5 19,20,21 �NVlNI■IIdT RescrpT, - 120 1 1 20 2.0 3 �.O �o•o MAST TMQL► ROOF J TO 22 E-A FAN % I2o 1 1 20 4.0 1 4.0 - -0 IvI O A-23 A-2� E 23 SOFFIT SECURITY L16HT5 - 1 20 I I 20 4.0 1 4-o A-0 L 16►4T FIXTURE 11 � 1� H.P.li 15 V A 5 A-5 _ V SVITtH ON WALL 1� PUMP L , „ L �� 4.*4'Tt4�\/ - �y At(* GI PANELS 0 DoxE5 SHALL r,E. R6CE'a'iE0 UP6-0 Upd-0 FEe�eR - J IN T1415 FURRED -!)OJT AE.EA F O 74•0 6 M A.g O RECESSED MT'D. PANEL 'C; 120/206V, 5-0, 4W, ►o0 A SUSSES M.L.O. Q-6 A-I L F - _- t,2, 3 PERIMETeQ LIGHTS - 120 1 1 20 - 3 6.8 m•b 4 THRU 7 PARAPETS 9TRI P LT6. - 120 1 1 20 - 4 7.5 7.5 A K. O - I � I e rHRu 17 1000N FLOOD LAMP (I/c►cT) = 120 I I 20 8.33 to 27.8 27.8 UP 4'-0" A,-k, U(-, G1 P PHONE. IuP 5'•0" I 3 I I I I OI I I FASCIA S Ic.N 120 1 I 20 G.o I 2.0 2.0 J A �I I OM-S, ------ I AK UN IT *I oN ¢� T , 3 46- 3i4°C. ACo ---�- J I I I I I FEEOEQ 4*4 T HW Q 9iE NOT* 2 I I I E A_G I A/C UNIT w 3 Orl I I UI KooF SEE NOTE 2. 1 I 1 I 1 TOTAL 44.1 44.1 - - �- 1 - -- -- - I- RECESSED MT'p PANEL rMI,120/208V 5� 4W WYE 400A. MAIN 5U5 350A.M.C.tk W/SHUNT TRIP 225A.NEUT. 5U5. FOR FREEZE2 - ' - - -- , > > r WALK-IN REFRIG, reazze ICE 1,.4ACHINE LINT PO IZ I I � ' � PROVIDE CL7ND•IIT SEALS IH4 r- I d I 1 A/C UNIT 4 I - 208 3 50 FOR ALL_ CONOUITS ENTERII.I(a 6NCLo az A$ I I I I 2 A/C UNIT *2 - 208 3 3 510 - 1 2b.4 SEE 514T. 16 FOR FRe&ZER A-18 I \ I - \vIR-1040 AIAGRAM P A8 up 1•-8" - J NOTE I I I I 3 A/C UNIT *3, 4 TON. - 208 3 3 50 - 1 22.8 He, I'ZOV I b I WHEA 2.4ax T HEAT 15 REq'O. --- - It F_rw.FAN ON A I J 4 A/C UNIT *4, 4 T0N - 208 3 3 50 - I - Roor. E `e5 wP� ADO [- w�1 mi 5EE SHT 8 FOR THERMOSTAT A-1 I - - - -- \ / ` / r a LOGATICMI i I 5 KITCHEN FAN r}/G+ 208 3 rS 20 3-a I 3•$ REpaloer:AT1oN ��p.17 A1�` - - - - -- r - -- - -1 - - - - - - - Ce --_-. + NTG. CIRG. PLl►4P(NEAT 7NW) I/& 119 I 1 20 2.2 I 2.2 a coM4pra6�soa5 a C A6 up q'-o" 7 COFFEE URN - 208 1 2 3o 1-5.G A a A b l I I I I I 6,9 -__.--- - WMPRessoaS !/2 120 1 1 20 8-25 2 I G.5 16.5 KITCHEN AIR h6 O CONTROL.SEE HTG. A22 O M-I P O I I I I -- - , M•2 ml I I I to PANEL A - - 120/208 3 y 70 - 1 717.0 ".0 E A/C PLAN SN 13 B A/c UNIT A2 orJ I I � I -- " " ---- - - - - wP SF�_6.FNo3TE 82 S�1c I UP I.-a' I I I I I I I O I1 PANEL P� 120✓206 3 3 7o I 44.1 44.1 UP 7'_0" M b M-14 M� I - -- I - L - - - - - - - 4- - - I - - I 14 SIkAKE MPlJ4. 2 20 3 3 20 too l 10•o " " - - t 13 SIGN PNL. ' 8.4 K�A 6-6 UP 5' o T�vo 1 CONDUITS � � I I , � - 208 3• �j 40 23.2 I 2�1.2 23.2 y --- . -- - J /�M I EVn PoaAToR TyP. UP 4'-o" �, OJT I I I - { 'C;' L_ J} 5'-0" FOR CO2 LINrS 1 I I I I 1 p_4 14 FReezER I 220 1 2 40 IG.I 1 14• I - - - I -- S�'KF- MACH. - 3- 3 - 11.7 I 1(.7 we c-TIMOL CKT. 'x4"/w Flox w/[xT Rlru.� - - I I I I I I I I WP f 9EE 'SITE w.AN Fog SIGN LOCATION TOTA1- -j0 . 142.8 - A3 1,. C To PNL. Fog GICTS,N G A-17, M-a, M-4, I u Il K 16#12 - I "C. I I I i I I I SUMMARY, PANEL "M" 3o7--8 J A3 I M12,M15 +7. t -I- - - - + - - L - I r I I I - - 1 / 259'e OF 26.6 AMP 6•7 SHAKE T I i I I I I _ 314.rj AMP - - - � MACHINE i I Al2,la /2 conourT W I I $ O 14,20 STUB UP G', I I A14,15 III I I 1 I d a-8" HP,LoBv, 9# erW. FAN I I ,L,•1 9 ON ROOF. 3En SecT,"A- J AT - t I -- I �- - 1 AI �E SEE 5HT. Ne IG FOR e>OILeR \VIRING DIAGRAM. L - - - -SHT 1�7.- - - - - - - - - - - - - - - - - - A-4 M ►�► f - - - -- I M-4 34118 - - r - L - - -- - - - - -- - - - - MENU 516N - - -- - -- � C � � I I � G I I I I " .KIT FAN A/C I A•%2 A/C 3 A/cup 4 s 4'-4" 5' 6° 7 4"IT �" 4 (V1 I I IJ g/E ROTE 4' oN Roof I i I O 3 )2 - �2 C. M7 - _ _ _ _ - {ZooF I"C TERMINATE- IN VALA&- ERNEAO - 1- -- - - + - fi -- I " re AR WE Rom FbR ANTENNA 3 S*A- A"C. I I C TE?NINATE IN - M � Aq,10 11 I I WEATWER64EAO 12" A4 J I I I I A6WE ROOF FOR OVERHE�►p SERVIGI• 1 +2411 A UP 2ir Al UP2(O' I I i TEttPHONeMCM 9 All up I I L C.sTE TRA.NSr-oRMEfL _ j 1 THV NE-U FAL I A,P5AC - - -� --# `I� _ _ _ _ _ _ _ _ ■_ I I I I I 21_&1 U N I T 1 I It 4/0 T Ne✓ Nt`U TRAL t N 3'h C. - - - - - T - - - - - -�-.._---� -1- - - - - - - � - - -„_--_ _ -- -I - - -- - �- -- - - - -- I -- - I- - - �- - - � T G MACHINE_ IJFC A21 I o ice I I A9 uPt4 AIO�UP 14 I I T I II I I I F 1 It(or G i -CT CAN ---- COFFEE, URN 28 5 W, co; IN I' CONDUIT, up,2o" I I I ' TEL. PWEL WOODPANELS by 6LEaTR CO I 208V, II4 OUT T UP I PvovloE PUTLer coy. I I 1 1 � NEVI-DUTY fP14FgOo e K rAa TYPE Em, 3oA LAcF5 �$-?oAN sf1C9R ITt O I I 14" IN LLR*e El0A I I ' I I Q +8' O"3 2'-O" -4- 1 - - T lo-d' t 2' d' I l� o'.o"I 2'-ou I 1 u j -+ " " -a /� ~ ,�RANSFORMEQ� = P�MEL I' __--- -- I 1 I lo-O 2' O 4'-o I Cb� j I I PANEL M METEQ ND Al- -11 - - -I- - -I - - I - - -- - 1 - - I- -- •-• - NDP 221I SH4AF3 SPECIAL- II I I I I I I IA-2 1 I i A I 4• to 44r LI I I INOTE: I/O, I"G'ALL FIXTURES THIS Floe TYPe ,I � ExCEPT OTHGRNISE NoTeoD-11,12 I -2 `�L�_- ,A-2 - t--- J I A-2 7 To FREEZ*IX TIMErk - 1 I I 1 8.8,9,to NEVI• DUTY * P 19 F 5ou�5oO VA I I I I I Boo sT eR TR*ZPJ! MA0t LOCAT IEO UN IT L- - -�-- I- - - , 11 (j - _ /2 TO TEL. OJT LET (TYPICAL) 6_i0 F 4ACOUSTIGAL TILE 21-0" ELECTRICAL RISER DI A G R A M _ Z NOTES NOT TO SCALE J WP 8-2 \ I SEE SHEET 417 Foa LaGMTING FIXTURE S�-+1E[7ULE� a FOR 19*6--A 5004 DETAILS, LI<!GEND, 4 C#NERAL NOTES. Pry -- --� b b J \vP d b O ELEC. PLAN (3+ 4w WYE) �NECT . 2 Paovloe waem4ertpRaor DiXDN►IEGT s�vrtc+L FOR PAeA.psT FLUd[r"icEN7 4 IN C.ONTI[ol_ CIRGJIT A!G ROOF UNIT'S I,2,3, UNDE>T(dRoUND Tb 3 Lr►rAr POST STZIP L16HTWO. TYPICAL UNDEfZ6P1>lydf� Ta 3 LAMP Pe9T 4- AAEA FLOcc LI0N75) r7eE PLOT PLAN. WEER FLOOD U6MT5). SW PLOT Comm NO 7EE D■T. LIbHT TRoLKL4 'SLLT IMI$• PI.&A 3 CLlCT. CONT. SHALL G92=4 L (N6 * G7-Il DURIGER KING CORPORATION CLOCK Fog THE FRaEZe2 UNIT A�5 9"U'rze0 PAY THC MAIJUFACT'URE2. DATE HOME oFl1C." AT ELECTRICAL PLAN (120/208 V 3 , 4-. „ g/q/(A TICIOMlAt NORTH KENDALL 4 � W Y E Scale.�a / = 11 - � 1 i 9/� MIAMI, FLORIDA, 'J31510 'n� 5/l0%6 /�-- ciyy I/ t/�q SCOTT 5. ARNOLD Q.I. A. ARCHITECT �i ASSOC. 4/1/(0`1' 75DO.RED PDA.DO WuTH MIAMI, FLORID4 NORTHERt,I j ' •'�«" ::" ^s2 •+" :!�'""- �e.�. '•P -:rr dal' _ .w -Mif 1..-. .. .,.:n...,. 11T, * , .�J re -f...y.:4 .�. -,.T:. '':p . M TIME¢ 2-50V 23O v FLOOD LI614T PI-ATUR19rj I PHASE 230 I SwIrCxIHG SPERO A G7G PT LI L2 L E G E N D CLOCK. go LAMP 14EA FIXTURE. M LIGHTING FIXTURE SCHEDULE 7dR 1 L ENOIfl 1 I • FIXTURE A ' TYPE DESCRIPTION LAMP MOUNTING QUANTITY REMARKS SYMBOL DESCRIPTION I OA-14 CEILING LIGHT OUTLET ON CIRCUIT 14 OF PANEL A" Ib A L BP UTILITIES LAO 24-240P 2-40W RECESSED 6 RIBBED PLASTIC 4 I COMPR ba WALL LIGHT OUTLET, CONTROLLED BY SWITCH B DS 990-RF AL L BP 1 -15OW RECESSED 16 REGRESSED FACE N X MOTOR FLUORESCENT FIXTURE FUGEO 06CON40cr __ 23CIV SPERo MOUNTING 6MAIC14ET'9 C L B P 476 EYE BALL I-15ow RECESSED I THIS FIXTURE WILL REMAIN gwITCH -' I PNAhE 41-F!:, 2-LIGHT, THb 2 1 1 PERMANENTLY LIT 42-Pyl 3-LIGHT; 7H6 3 ;a SINGLE-POLE WAIL SWITCH, SWITCH E L B P 2L 96 STRIPS 2 96 W/W SURFACE 5 t f2 DOUBLE-POLE WALL SWITCH r F L BP UTILITIES 6 702 1 75W BRACKET 2 BATH BRACKET ; THREE-WAY WALL SWITCH SPERO b-20 PbLE 3 G LSP UTILITIES •212 L 2.75W SURFACE I CEILING HALL TEMP. PRE95102E Q (bi CEILING AND WALL JUNCTION BOX CONTROL CONTROL - H LB P UTILITIES OC120 - 124A I-F20 W/W UNDER 10 1 BL1C UNIT SQUARE HINGED POLE SHELF Q EQUIPMENT JUNCTION BOX S►�P %v12Ep FIELD \VIRING PSy ELE�'T- CONTR• SPERO AFS \VITA CHAIN K LBP UTILITIES •RTPP 240M 2-f4ow/w RECESSED 4 MB DUPLEX RECEPTACLE' TERMINAL PyLOGK ELECTRICAL M JH 944 - 896 (SIM KAR) r11WW SURFACE 4 ACRYLIC DIFFUSER b SPECIAL PURPOSE OUTLET 120/206 V, I 4 Wgrm 1 H N 3 4- F' CONNECTION, 12" UP HEATER SPFET I — � I N LSP UTIL • 2L 96 STRIPS 2 F96WVW SURFACE 2 0• BALLAST HZI CLOCK MANGER OUTLET CoM)(toL — oN 1 MENU SIGN FLUOR LAMPS 4 30W 01 MOTOR, BY OTHERS, CONNECTED BY ELECTRICAL CONTRACTOR ger) Mo GRADE 3-75W 230V REFRIG. LIGHTS 2� P I IOOW 3URChCE 2 ® MOTOR CONTROLLER, BY OTHERS, CONNECTED BY ELECTRICAL CONTRACTOR I FURNISHED BY OTHERS BRaVN i _1_-00NCReTE FOUNDATION R LBtP CS 196(2 UNITS 8 FT) 2-F96PG17WW 7 O• BALLAST (PERIMETER LIGHT) OI DISCONNECT SWITCH i$ x 18 x 42 CHEEP, HLOGK a 1 SE A E PLOT PLAN S L B P CS 196 1-F96PG 17 WW 2 06 CONDUIT CONCEALED IN WALL OR CEILING 1 F T L s P CS 148 I-F48 PG 17 WW 2 0•FAm s y 2 A 1 U L$P CS246 -59w SURFACE I CO CONDUIT UNDERGROUND, IN OR BELOW FLOOR •IiM NTMOL 2b0V FIN REATIa¢S FAR Oo� NoT FLOOD LIGHT � NOTES T TELEPHONE CONDUIT PE ORATE' UNTIL I PROVIDE PLASTER FRAMES FOR ALL RECESSED FIXTURES EXCEPT FIXTURE TYPE 'F:• o�N PAN CIE Loty ATURE g-I'AN Pb►RI7 rJ ETAIL - - ---- CONDUIT RUN EXPOSED NEATSfL 15 PrELON 3o'F 2. AREA FLOOD LITE REQUIREMENTS - SEE DETAIL THIS SHEET -- -- N.T5• � FLEXIBLE CONDUIT GROUND I-ND/-22114MIAB SPECIAL -,,INC-LE ;kECEPT^CLR FREEZER WIRING DIAGRAM ® DISTRIBUTION CENTER SIGN B STRIP TRANSFORMER LAMP SCHEDULE N•T.S. GROUSE HINDS 6FDo2 CON DU LET WITH CIA SECTION NO VOLTS MA VA QUANTITY DESCRIPTION 2 EA ARROW HART WEATHER PROOF COVERS S-1 ARROW 194 10 WATT LAMPS 7 75W O FIXTURE TYPE 'B' SEE LIGHTING FIXTURE SCMEDULE _ 04500 S 2-4 KING B BUN B 12,000 30 360 -r S-5-6 "HOME OF THE 2 IS,000 30 460 1 0 W 1 F20 I•I I•, B K 6"WHOPPER" 6 15,000 30 450 24 F40 wARM LIGHT 14 TELEPHONE OUTLET e-IB BURGER 1 1 ,000 30 270 9 KING 1 30 F96 I4P PAY STATION TELEPHONE OUTLET B-18 ,000 30 270 10 1000 W CLEAR HOME OF -FINISH FLOOR B 18 WHOPPER THE 2 F48 T12 WW/VHO ►� THERMOSTAT • 16 F96 TI2/WW/VHO CONT TROUGH 12,000 60 T20 GENERAL ELEC LAMPS 0 FLOOR RECEPTACLE SEE DETAIL SHEET • 16 RECEPTACLE MOUNTED ON STUBBED-UP CONDUIT, SIMILAR TO FL. RECEIPT DETAIL 1 FLUSH COUPLING JUNCTION BOX MOUNTED ON STUBBED-UP CONDUIT, SIMILAR TO FL ACCEPT. DETAIL SYMBOL (D RT INDICATES RAINTIGHT EQUIPMENT FloorReceptacle 1 ALL CONDUIT CONCEALED UNLESS OTHERWISE NOTED W P INDICATES WEATHERPROOF EQUIPMENT 2 TELEPHONE OONDUIT TO BE INSTALLED BY ELECTRICAL CONTRACTOR UNDER SLAB B UP IN WALL ;F REFRIGERATOR LT SW WITH PILOT LT (FURNISHED BY REFRIGERATOR SUPN'LIER) NOT TO SCALE P 11 5/6 3 INSTALL I" O.D. CONDUIT THRU ROOF ABOVE SPEAKER AMPLIFIER FOR ANTENNA © �I CEILING SPEAKERS 314 71/4 3- 5/6 4 SOUND SPEAKERS, CONDUIT AND BOXES TO BE 12" ABOVE CEILING CONNECT ALL SPEAKERS OUT- COL _ _ _ COL LET TO AMPLIFIER JUNCTION BOX 4"! RSo ALUfA. CAp CONT: 5 EMT MAY BE USED WITHIN MASONRY WALLS BUT RIGID CONDUIT SHALL K USED UNDER SLAB OR TO MATCH SHINGLES UNSCREW BELOW GRADE O TOP TO REPLACE FLUORESCEIJT R R LIGHTS (PROVIDE CAPS IN 6•-O t - PIECES) �\ + 6 3 PHASE WYE 120/206 V MUST BE USED WHEN POSSIBLE • IF NOT,USE 120/240 V 3 # 4W DELTA PRONII FLASHING PIECE 2 X 4 WOOD NMLER CONT $OTT• PAINTED REC> + w 7 ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE ELECTRICAL CONNECTIONS OF THE HEATING, S/6- PLYWOOD AIR COND B VENTILATION CONTROLS, SEE HEATING B AIR COND SHEET w_ 11/2"X 3/4-X 1/6" C AT 4'-111/4•'CC S START WITH ONE WHOLE ACOUSTICAL TILE IN THE LOWER RIGHT HAND CORNER AND WORK O R FROM THAT TOWARD REAR B LEFT R FLUORESCENT LIC,1+• FIXTURE - 90* RF-0 SLATE VER.T. O'N 30WPiLT 9 BURGER KING CORP WILL ACCEPT ONLY THE FIXTURES AS MANUFACTURED BY SPERO, L I-P. CONT ALU1A. STRIP(PRE-FORMED) _ B wM PENN CO, FOR DISTRIBUTORS, CONTACT THE OF IC OF SUNSHINE LIGHTING, PO BOX 726, N INSIDE FLASHING CAP TAMIAMI STATION MIAMI, FLORIDA GIVE DISTRIBUTOR 3 WEEKS NOTICE PHONE 445 - 2891 ALL LIGHT FIXtURES SHALL BE FURNISHED BY GEN CONTRACTOR : o s S WOOD BLOCKING 48• to PANEL 2211 SH 4 AB SHALL BE FURNISHED BY DEN. CONTRACTOR, PURCHASE PRICE • $ 875.00, BY SUNSHINE LIGHTING CO. - 0 T R R COL. _ R _ T COI 1 1/2•'X 1 v2"X 1/6" L CONT M II SEE PLOT PLAN FOR NUMBER OF FLOOD LIGHTS THE SQUARE SPERO POLE SHOULD BE FIELD WELD « HINGED TO BREAK PARALLEL TO PROPERTY LINE 2X4 HOR CONT -RED PLASTIC STRIP 12 PROVIDE PITCH PANS FOR ALL CONDUITS PASSING THROUGH ROOF r* , <� -METAL SHWOBLES 13 ALL TI PE T W CONDUCTORS ARE •10 AND SMA-LER, ALL TYPE THW•• CONDUCTORS ARE 08 LIGHT TROUGH FIXTURE PLAN AND LARGER BUILONIG PAPER ON 5/6" NOTE SEE SH N 16 FOR WIRING TO PANEL PLYWOOD SHEATHING 14 ALL FEEDERS AND BRANCH CIRCUIT *12 TW MIN SIZE I 15. ALL EQUIPMENT CONNECTIONS SMALL BE MADE iN ACCORDANCE WITH LOCAL CODE REQWREMENTS. Parapet Light Trough ' Detail >I�TN� ELECTRICAL PLAN NOTE PAINT ALL EXPOSED ExT METAL TO MATCH SCALE 2"= I' 0" RED PLASTIC STRIP COMMA 11 BURGER KING CORPORATION OATS HOME OFFKxS AT s/IS/s7 7100 NORTH KENDALL DRIVE, I/9/68 MIAMI, FLORIDA. 33156 /68 5/10/ , /6 SCOTT B. ARNOLD A.I.A.ARCHITECT & ASSOC. 7550 RED ROAD, SOUTH MIAMI, FLORIDA I~Y VENT HEAVY DUTY FAUCETS H W UP 36" I 2 STOP AND WASTE COCKS ON H W AND C W UP 36" I CW TIED TOGETHER WITH A VACUUM BREAKER GARDEN {� ? VENT HOSE THREAD ON / 2 GAS LINE TO MAIN SERVICE 1 r�'1 BOTTI ED GAS VACUUM BREAKER ---__ OR I 4-3 VENT I I ( LA . C.O. I 2„ WC URN. Z"VCNT 1 1 1 1/!„ 3 VENT i C.O. I V-i i 1 C.O. SLOTTED CAP l9 GAg LAV 3 }" NOZZLE 4.. r, FLOOR DRAIN J5400 Q I'/Z"Sw ILAV r POLISHED BRASS 7yp. } VfiN T 3'' TRAP C W. I I 0 Z S w ' W.C �- STIIB UP THRU CLG H W I AND PLUMBER TO HOOK d l 3' i UP TO A/C UNITS I "S wC. FROST PROOF STOP 6 WASTE 2 S w I� C W COCK MURDOCK HYDRANT ,� 4 I / _ an d C•W Nw C.W. IOC SWING Fi UGET 3" VENT 3"VENT _ Plumbing Rise.r CENTRAL 47 f-617771 " FLOOR DRAIN J 540 H W 10" SWING FAUCET CENTRAL 47F B (1$00) H W TO FE SUP,�(..IED POLISHED BRASS WI H --- /'Y HURG7R ICING / 2 TRAP INLETS, 3" TRAP C W TO BE SUPPLIED BY BURGER KING 4 SEWER TO MAIN' R ) \ I C W UP 8 HOOK UP 2" VENT _o TO ICE MACHINE rji N B CLEAN OUT TO GRADE N � t^? 5w - ---Hw �MSIN IxING VALVE WITH CONNECTION UP t5" UNDER i20 GAL STORAGE TANK C.M 10" SWING FAUCET 3 � � - - CW K SUPPLIED BY PLUMBER WITH HOSE 818 I HB �� Ili4" LINE fi CHLORINATOR C[NTRAL 47F-4 2'VeNT i ' KW TO SE SUMU I/2 I/2 EO BY " i II/2 HP PUMP MJRGER KING 11/2 - �! CAV. I 4 SEWER TO MAIN WHERE REOD USE GREASE TRAP 1' FROST PROOF STOP 6 „ .y6� 7 5 � to-I I' l0-9 r v2 3/4"�1 � OU E COCK MURDOCK 2 r y I" r F I" SERVICE TO MrORANT CONNECT CONDENSATE DRAINS ON TWO j ? 2" WELL OR MAIN ' C.N. - - - - BLOW E LOWRSTIN SAFE COOLERS WITH TE, AND RD 1/2" 3/4'- _--- _ 3/a" ICE MACHINE H.w — FICLE ExTINGUIS1iER (ftI GEN. CONTRACTOR TO FURNISH" SHALL BE 38�SEE eLEVAr1�N Pop- 8 PLUMBER TO INSTALL 112" r 3/a" INSTALLATIONVAr THIS SHEET SS THE HALSEY- AYLOR MODEL WM II A 'kOP II/4' GAS LINE FOR TWO , ABOVE FLOORDRAIN PIPE UP 20 (2) UNITS 4 TON A/C I 4 Ei OUT OF WAIL. WATER U► 24" 5 FROM CEILING CO2 TANK - OUT OF WALL, R TRAP W/CLEAN OUT PLUG Water Riser I / 11/2" S.W.Q _ = SPRINKLER HEAD AT =CD cli _� �I to H W I \\ /SEE DETAIL r C W— I FLOOR DRAIN J 5400 11/4' - -- _ _ SEE SPECS _ VACUUM 1 I LAJO G O` G I/4 o QUARRY TILE BREAKER 2., SW H w I HOT 6 COLD WATER BROUGHT UP TNRU SHAKE MACHINE TO PIPE OUT OF WALL PIPE TO BE „ I I WALL MOUNT MIXING VALVE, WITH V2�� FEMALE OUTLET COLD ExT'p5�a ; HOT COLD 'WATER TO COMPRESSORS TAPPED OFF THIS LINE 8" ABOVE FLOOR w/ ly I i1 INDEPENDENT SHUT OFF VALVE FOR EACH OUTLET a ` PIPE UP IN WALL Z I' 3 4 U o — --- — — — — — — — — — I COPPER SAFE WASTE UP 2 WITH II/ TO 21/�" INCREASER HOSE BOB� II \ f f\ O I I 4 BULL nlo�E '. a • i 0 I ON TOP FOR COMPRESSOR WATER, AHD CLEANING SHAKE MACHINE z' I� WALL ,QUARRY TILE j 2 SW w �I CHECK 5 9 1 2 9' 2 0' 6" 4 2 y 2 10 �4-2' 4 8" 2 VALVE ' FLOOR DRAIN J 5400 POLISHED BRASS 1 I 3/4' PIPE NOZZLE I5 S - \ 5" 1 b TRAP WITH 3 INLETS o li FLOOR WITH SLOTTED CAP a'= -.y HOT WATER COLD' WATER -' COPPER SAFE WASTE UP 4' TO A Y FOR CONNECTIOk .F HEAVY DUTY OF DRAIN FROM ICE BIN BY PLUMBER y NOTE AL L PIPING TO BE `ONCEALEC, b IN INTEIZIoP- WALLS WHE¢E _- _-__=j� ` FAUCETS _ coDE a t.LovS. . --- _\- - - �--� --�--— \PLUMBER TO HOOK UP CARBONATOR, COFFEE. AND CHOCOLATE QUpr2Ry TILE CU29 SEE 0STAIL 'A -- -- - - - - - - - -- TypicalINTERIOR CAN THIS SNEER' o I MACHINE TO COLD WATER, UP IN WALL ?4 THEN OUT T - - I IN WALL TO COFFEE MACHINE C CHOCOLATE MACH NE vAl_vE FOR EACH CUTLET (TOTAL 3 1 212'.4" 6 3' S i 7" Piping in Wall WASH DETAIL 0 - CEILIN0 MOM17,2 5ED ON L-S.TA a e- II:01 oNLy Ru/SRZY TILE �— PJ21GK9 �.t 1/4"COZ 5UPPLY PIPE 3/e' Put-t. F of FIN.FL. LINE PIPE iv o OF SL,P o CM \YAS11 CONTROL NOO 1 2n L C bCn I P� FTOP of 12 6LK CQ CAN u/A5W M ETA I L "A" KHO 35 0 PLUMBING PLAN Scale ��4 = Is - on - SNEET00 TAHIG e�aSe - PLUMBING PLAN 0 FINtLH FLoe12 ` "67 11 BURGER KING COR'OKATION ' -- -- HOME OFFICES AT 5/I5/67 7100 NORTH KENDALL DRIVE, ELEVATION Foz ITAVLATIO I !9/68 MIAMI, FLORIDA, 33156 OF AUTO n 41Irol SCOTT B. ARNOLD A.I.A. ARCHITECT & ASSOC, 7550 RED ROAD, SOUTH MIAMI, FLOM" 4'-S" MIN 1 , • STEEL PIPE FILLED =� W/CONC ,4 C.D. 3.50'' i.D. O" S TEE- PIPE 4026 ID 450"CD 2 5 IU 5'_ r 2., H - A Z ENCASE PIPE IN CONC e • A PAINT Sa,rtr� AS L.ITE poLE _ GoL�JµN�✓ � 0 T v P a' x a' PUS T SOtT -- t'1=0" LONG 2'-0" Y _ L12'-o" x BUMPER COLUMN I�'-o' CON(. S�AH a THICK _ LEVELING NUTS DETAIL N° 14 �FINIIOFCFD WITH STEFL MESH ) ' / I I GROUT IT o o nI G4LV• METAL STOVE I N , pi PE ICo GA. 18 c(, L 16" L o r 30 V2� I�V2"_ GRnDE3 pPvluG II I OD GIBRALTER CLOSET SAFE(`AOSLER) #3 BARS, ?.'-ou LONG _____ _ MONEY SAFE(MOSLER) GIBRALTER CL.05E� N r ---1 --- CODE* 366100 SAFE (MOSLER) 3/84,3" LONG STEEL INS THREE MONEY SAFE(MOSLER)` REG D) RAMSET 1/4 INTIO SAFE - COMPACTED FILL I CABINET TO; i uE WALL AS SHFLOOR PLAN ONE END ` ..' OWN m �-- SCALE 1/4' = I'-0' Jo �I Trq `'L'ivooFAcF_ p ' t I TVP OVERLAP t TELEPHONE 1 IpdIIIi ® STANDARD LEGS r M fT LONG W/I A JUSTA6L 12 4 -14- -/-6--"-- -��— 71iI 0. 1T " 0O—•Ec -IIIII 4. BULLET F 140 32 93/16/4 — kD TVP X 9'S I I I kD RECL�fi SMOOTH CEMENT. FIAISN END OF CONC SLAB L--------� % x+ .N. FINISH FL70R � FND OF CONE SLAB TVP 4 X 4 POST LIGHT POLE FOUNDATION ------ - ------- +- 7' LONG FRONT OPEN END SAFES TO BE ENCASED W3 BARS,2'..0' LONG DETAIL NO 11 IN CONC SEE SPECS SH2 TfLf3 A.-;is f�LtJSR ELEVATION ELEVATION w� GONC+I2B.YyS� SCALE:3/8"=I'-C" DETAILS OF SAFES ENLARGED FLOOR PLAN DETAIL ��E(�I�� �;ABIEVET DETAIL o SCALE I"_ 1'_0" 6 y DETAIL N . 16 - TYp 1/2' LONG SHEET METAL SCREW s/s' 3 51 _ z • a coN- THRU. LOCKER TOP a BOTTOM I I 3/4" PLYWOOI SHELF 'kD to IT GRADE PAV NG 4 1 I/4"d WOOL FCLE PRESSURE TREATED N 4 a NC 10 X 2 ROUND HEAD WOOL SCREW o STD. METAL COME. PO E o * 2 PINE 2 x4's - SHELF BRACKET(2 REC C) - (RAMSET FOR MASONRY WALL)4 REG''C. K' o -CHANGE-O-ML.T!C GARMENT O S/S LEGS �y� I DISPENSER,10-COMPAPTMENT, SHELF' BRACKET NOTE / / ,� o CAT HO 12200 (2 REG D) o ALL WOOD SHALL BE PRESSURE TREATED ,.� _ 1 III i2 PINE WITH WOOLLM 012 AN SALT. I 1 - 2 X 4 RAIL 0 COMPACTED FILE O C 1^ i II WOOD POLE j 140 Q N O O � f I ICI i I CONT. CONC. CURB ��� i � ► I- - O 8IMF 14' 4'-3" 8� 8A 4" THICK CONC SLAB, REINF DETAIL N . 1Z O O W/6 x 6 10/10 STEEL MESH a I � ,5/8 O.D. S/S LEGS .W/A DJ. S/S 7-0,T I -a x a WOOD POST o_ BULLET�gTE %4•X5/32 HOLES o TOP VIEW FOR 1/8 X 3/4 WOOD SCREW - I O (2 REO'D). O `O SCALE: 1/2"=I-O" I II 'FILLMI�CoNcRET�. — — L � I / e m HOLE FILLED w/CONC _ _ FRONT ° 3/4" FLYWOOD O M M -- FACE C(,LOR • )'EL-OW" — _AZ= _- T' L I 2X 2 NAILER r ' DO 14 EFER G O SP CS. FRONT ELEVATION SECTION "- SECTION A A SCALE 2/3 . 1' 0" SCALE 1/2"= 1'-0" SCALE: 1/2."=1'-0" •9,1 ANv`.jai•; \� ��GRADE PAVING SHEET NO DETAIL N° 9 GALV 1/2' � X12"f''^ ° y� . LOCKERS DETAIL MISC. DETAILS THREADED TYPE ` COMPACTED FILL WASTE CONTAINER DETAILS ANCHOR PINS. COMM NO 67 - I I BURGER KING CORPORATION HOME OFFICES AT METAL BUMPER 80" LONG °AT�/15,67 7100 NORTH KENDALL DRIVE, DETAIL NO 13 1/9/68 MIAMI, FLORIDA, 33156 4 /68 i I/ SCOTT B. ARNOLD A.I.A. ARCHITECT ASSOC. 7550 RED ROAD, SOUTH MIAMI, Fl-ORIDA lf/o.2rfl1fffQIly t 2 - 3 ...s.. _. ....: -:.. . r• -... ... :.', .v .... ., .... .. .: .-.,gig, L a 8- �.+Ti . s t i , .^. :. •^ c. _ t' I`+� �Tz ram,'�,��„ 4 x. M r' ya �u r i To F•A.ce of eaUlp. P,oay J HOT.xv:ATER INLET FoR k. 9Te.A.MEfL "Ck=TRo .PLUG FOR RE FRtb o 24"X 10'-6" WOOL' SHELF,6'-4"H1GH _ — — -- -- _--- ---- — 4"x4' JuNcA.IVI� 130>� ` _3z C10MPiTL i'X y f ,. „f 2 HEAT RAMP PD ,L � pLU6 FOR, REFR16. --��_- �_�•• ! {Q 1' Co'�'L� COM PRE54012. j �� �IUN GT ION .�'C I " 1 Iii _ /BROOM RACKS 5' 0- UP W/RILEY BROOM HOOKS OOI e I 1 FOR FR 11-OrMA.TIG R . INSTALLED BY GEN CONTRACTOR, FURNISHED BY �.�d GA5 1=oR r!¢Oil - 10" WOOD SHELF BURGER KING SEE SHEET •B ELEV 12. 36' x 10 WOOD SHELF 5'-6' HIGH " _ 1" DRAfil FolZ _STF2 Q ` ULL(TIN BOARD SEE I I i SH 04, ELEV B 90 �`. SEE H.HROME B1zWE5 .O - ---- PLYW VW IdOT' \V, TC2 1141-6T rq / t , DESK ^' PARTITI ' 1 ( FOR FGZESta-O nnArTtG k 7. 4S." S/S L SEE ELEC PLAN Vb" GAS FOR 5'TE1+ME2 $URNI:2` " GAS FCFt, FIRYE4,5 �1&� 1 71y(�r� !"CONDUIT i� 4' 0" 2'-0" 4' 6' 24'DEE �24" WIDE SHELF LAP fi-Id' x.w' i � r, HELF - - - - -- - - - - - - -- - --- - LNLARGEp FLANKITCNEI� EQUIPMENT Ltnl - U► `+c0�' ` A/C C>UCT R S/S WORK LOCK S FL. TABLE 1 �� ss it"x 36, • * i - L"RAN T r-• TONG SIGN " F CHROME SHELV ® / SH fs,:!. SEE \ SUPPLIED BY B.K. INSTALLED BY GENERAL CONTRACTOR SEE SHEET 06,EL.EVATION 63 h. ' 116�1 - - - - - - - - - - - WALL HUNG PHONESHE - ELEVVEBS. SEE SHEET 116 I SEE SHEET$6,ELEVATION*3 I Be�l � twe i � . SHELVING B1 SPECIAL CABINET INDICATED SPECIAL CABINET, FRONT 1 `--COAT HOOKS s BY SHADED AREAS l,RE NOT TO BE G LEFT SIDE CL05ED INSTALLED IN CCMMISSARIEC TORES WOOD SHELF,7-1"HIGHDRINKING FOUN`rAIN 1 Hook UP INs,RucT10Ns I SEE BEET B,aFIAT10N•4 I CHECK PAD RACK - CONTRACTOR INSTALL W/ WOOD SCREWS. RESTAURANT, I!42LgPMCNT gwtx.b Br! `.xws0 *>To AICSIvo y AFTER THE FOLLOWINe HAS, BEEN'COMPU-M. BUN SON �21 j 1 7 2 TOWEL RINGS - CONTRACTOR INSTALL W/ WOOD SCREWS I SHELVES SEE DOLLY GOLLY ICE MACHINE I I,): 'BUILDING E14C LOSFD, SO IT CAA ft 1.00 IQD-Ui ' �'''rf lfrgt SH. *S, ELEV 9 + 50 dy'Y '_ L --- 3 CASH DRAWER CONTRACTOR INSTALL w/WOOD SCREWS 2.)_8uia6ER RDQM �'wow coo,M, THE 1 �gt1A(ti�Tilk I 4 BAG RACKS- CONTRACTOR INSTALL W/ W000 SCREWS COMPLETED HOT CHOC TE MACHINE-PLUMBER CONNECT TO WATER W/1/2" FLOOR9--FINAL `POLISH DRY CHEMICAL FIRE 6 - 9" 5 LINE PLUG IN ELECTRIC. WALLS w PLA3�TERIP,,V"MT$D, 1I TILED --- J.IBWT FIXTURES.,M..Ft�I►CE x ExtirIN6UISHER KIOOE 2O iq r PAODEL i-IOABC$ I la AUTOKATIC FILE_ RINK DISPENSER BARREL PLUMBER CONNECT CIIRBONATOR TO y. 6 Q + _5N1LVIi1¢i•.00�18TRLiCfI:U IAIT�'D. TO BE IM>ItA EO. ) COOLER FIt2eE5LER COOLER ExT14tGUISwEtt , 5ET _-ELEC.CGARETTE WATER WITH 3/9 0 D COPPER LINE. CONNECT TO DRAIN WITH + SEE SHEET-B,EL�04 ACOUSTICAL TILE Ih1STstl ;BY GEN CON O I' d -FRAM FLcb2, ` COPPER TUBING PLUG IN ELECTRIC / , AND FURNISHED J TE+ 4'-O" T o GONTR-oI Nod _S.) PLUMBERS rye ELECTRIsUAKS 9910dLo PUC w 'I'L"a BY BURGER KlkG. LER SHAL BE SET O I I - PLUMBER CONNECT 3/4" DRAIN (COPPER) WRAP - HT' L SEE 8H.iB, ELEV ! 2 X 4 LAID LAT 2"X 4" BOARD UP '4'-O" DRAIN WITH INSULATiON A981ST iht IN8TAL4ATIUN Q>a .�1JIPHtg FASTEN 3 CHAIN TO BOARD A.) GENE!. CONTRA+rTdR MU%T _HAVIE A,-V*R.PtNTEfL.tDR , 6'- 81/2" X 14-61/2' X O ,',� W/HOOKS TO HOLD CO2 TANKS O JET SPRAY DISPENSER - PLUG IN ELECTRIC GOCIC H�►NDY�l1 N. 't�D.:.l1S3t8t iK � Y OF 130oTE}s, EfC ' 7' - 7' HIGH COFFEE MAKER - PLUMBER CONNECT TO WATER WITH 1/4' COPPER � COAT HOOKS v LINE, ELECTRICIAN PROVIDE B INSTALL PIG TAIL, 220v WALL PLUG / DRY CHEMICAL FIRE EXTIN 3 I I SHAKE MACHINE - PLUMBER CONNECT TO WATER SUPPLY W/ 1/2" \ ,FRENCH FRY GUISHER KIDDE MODEL 0 IOASCS 10 \ / - TO BE INSTALLED BY GENERAL O COPrEP,, CONDENSER OUTLET 3/B" COPPER DRAIN THRU WATER ✓ / EXHAUST HOD? SECO 322 I/2 MEAT LAMP �p VALVE, 1/2'- COPPER HOT 6 COLD LINE TO SAVOY 17.10-6 6" a ` / / CONTRACTOR, FURNISHED BY � e�; I Y SEGO 222 1/2 I C pt BURGER KING SWING FAUCET ON TOP OF SHAKE IAAC14INE CUT OFF VALVES ON ISOMETRIC SHAKE MACH I HOT G COLD 6 ON EACH CONDENSER SUPPLY. ELECTR HOOK UP BUN 16 SECO 924 CUP I 1 H P MOTORS WITH GREENFIELD TWO CIRCUITS,20A. DOUBLE DOLLYrLU DISPENSERS POLE DISCONNECT SWITCH ON EACH MOTOR HOOK UP SOLENOID Equipment Line BUN FRYERS I CONDIMENT SHELF WATER VALVE TO COMFRESSMIS SHELF I SEE SHEET'a,ELEVATION-4 p GLUE ALL JOINTS I ?4 II �FR_Y�ERS GAS CO OR PLUMBER HOOK UP - PLUG IN ELECTRIC BROILER 15 ' 1 I I v NA GAS 140 000 PSTU P�TTLED C3.M5 110,000 PlTU. 70 I I 17 14 -L-L- 13 I I ; ASTE CANS FRENCH -FRY HEAT LAMP - E'.ECTRIC HOOK UP. I KW HEAT WOOD TRIM OVER 2X 4 12 10 1 12 ELEMENTS, WIRED TOGETHER WITH ITEM ?1' AND OPERATED z .` 16 I I I THROUGH A SWITCH LOCATED AT THE FRONT OF THE LINE UP 48" WOOD HEAT LAMP- - - _ - _ _ - - - CLOCK 13 OV: HELF HEAT LAMP ELECTRIC HOOK UP. 1.5 KW HEAT 3' 21 21 36 K.STANLEY DOUBLE REFRIGERATED MEAT LAMP 6 OVERSMELF 1 ELEMENTS, ELECTR CONNECT TO 120V. ROLLER CATCH EA.SIDE DOOR 1 DRAWERS STEAMERSRGE SECO 624 PART OF LINE UP - 14 ST�MER - PLUMBER CONNECT WATER W/1/4"COPPER, DRAIN -I------- I NAI ' SECO 224 HOT CHOCOLATE MACHINE 3/4 ID COPPER GAS CO OR PLUMBER CONNECT TO GAS STEAMER PHONE UNDER COUNTER TR. UNDER ---- - -- ---- a COUNTER ICE BIN to 15 MEAT 6 BUN HEAT LAMP - PLUG IN etECTRIC u0V 1 X 3 C(!=�T, AT TOPS Io �� n SEE SHEET i5 : CUP DISP" 1 SEE SH 95 � 4'� I SAFES UNDER COUNTER TOWEL RING UNDER COUNTER `x Z I6 CHEESEBURGER SYEAMER - 120V FOR 1.5 KW. PLUMBER B SPRING T PE HINGE B SEE DETAILS SH *16 % SEE SHEET 05 7 CONNECT I/2 HOT WATER. (4 REQ D.) �1 jr- , ,i 3 4 i r 4 66 I 17 BROILER - ELECTR CONNECT IIOV. THREE WIRE PLUG. GAS A ---- --- - __ STANDARD 2 X 2 ' < I �J /�- J 8 s CO. OR PLUMBER HOOK UP GAS WITH 3/4"PIPE _ s SA LEGS 4 REQ C • I - - - - --�- 2 --- - -\-/-- - - - - - - � -- - - - �•- - - - - -- I NATURAL GAS 280,000 P>TU-boTTLM GAS 14ri raalo P�'TU. � 1s ; TOP SHELF ' ) �� - - REFRIGERATED DRAWERS - ELECTR CONNECT LIGHT 6 IIOV CHROME D¢OR KNOBS I _ L O THREE WIRE CONNECT 1/4 H P COMPRESS ! IIOV GREEN- _ - I „ _ - JET SPRAY DISP. FIELD ON TOP Of COOLER RUN. 1/2" CONDUIT FOR RE FRIG- to Q Q ) INTERMEDIATE SHELVES I N ERATOR LINES. ' `-- - -- I 1 CHECK PAD RACK I CUP DISPENSER tD 1A I -I r'f STD- 2 X 2_ �s� UNDER COUNTER BAG RACKS UNDER I X 2 CONT. STRIP FOR ;o COUNTER SEE SH *5 / WALK IN COOLER- ELECTR HOOK UP W/ VAPORITE GREENFIELD -- - -- - DRINK DISPENSER BARREL 19 SHELF SUPFORT CASH DRAWER SEE TWO IIOV COMPRESSORS. PLUMBER HOOK UP WITH 3/4" O.D. _ IBOTTOM OF CLOSET � SH $5, ELEV 6 COIN MACHINE COPPER CONDENSATION LINES. \ CREAMER COFFEE MAKER PO FREEZER - wtTI4IN \VA.LK IN COOLER. - NOTE 0 ICE MACHINE- PLUMBER CONNECT TO WATER W/ I/4" COPPER, � USE 3/IM1"PLYWOOD _ 21 DRAIN WITH 3/4" COPPER INSULATED DRAIN. ELECTRICIAN 15/8"OD• LEGS, 8" ce THROUGHOUT PROVIDE 9 INSTALL 208 V GREENFIELD WITH 3 WAY WALL PLUG LONG W/I" CJUSTABL E �p Iwo BULLET ET O CO2 TANKS - ELECTR RUN 1" CONDUIT CO BARREL DISPENSER EQUIPMENT LAYOUT PLAN SCQ1e y4 ' - O FOR CO2 GAS LINE SEE ELECTRICAL SHEETS CONTRACTOR CID m , ,/ / p FASTEN TANKS TO WALL WITH CHAINS. Q3 - I,_ U - -7-7 TWO COMPARTMENT SINK - PLUMBER HOOK UP, SEE PLAN. 1 FRONT ELEV. SECTION A SECTION B 24 LINEN CLOSET SCALE;1/2"=1'-0" SCALE. I/2°=1'-O" SCALE 25 'CHROME SHELVES - SEE SHEET *2 26 THREE COMPARTMENT SINK - PLUMBER HOOK UP SEE PLAN, EQUIPMENT LAYOLft away�° 2Q WATER FOUNTAIN - PLUMBER FURNISH S INSTALL Comm ND BURGER KING CORPORATION p I-ocKERZ LINEN CLOS T DATE6711 • HOME OFFICES AT 5-15-67 7100 NORTH KENDALL DRIVE, OS/S HAND SINK PLUMBER HOOK UP. SEE PLAN E 1 19/6S MIAMI, FLORIDA, 33156 4„ SCOTT B. ARNOLD A.I.A.ARCHITECT FA ASSOC. 7550 RED ROAD, SOUTH MIAMI, FLORIDA NORTHERN :-,. _ WA?E R_Ati , L ()R WELL CONTROL VAL )' CONTROL L VALVE SEC DE TAi. SEE DE'A , i �I f COVER PLATE GRADEMy , NOT E \ J SELF DRAINING r VALVE (BUCKNER JSE BUCKNER No 71 Z �z I BUBBLERS SHALL DE BUCKNER CAT 402 No 81 M ) W/ I ,kAVt L IN PIT I OPERATING KEY / w OR ARPROVE D EQUAt (I REQ D BUCKNER No 71 BEI..JW FROST LINE) ;J 3W OPERATING KEY 2 PIPE SHALL BE GALVANIZED STEEL W/ > z GALV. MALLEABLE SCREWED FITTINGS.PAINT __— _-___._ _ C I SLEEVE ` r a W UNDERGROUND PIPING W/ I- COAT KOPPER5 ( r a� CO * SO BITUMASTIC COATING.PAINT ALL /1 BALL CHECK I a a w EXPOSED THREADS W/ I-COAT OF ZINC DRAIN I o S CHROMATE . SCHfOULr 4L) l� AL7C� ACCrF' IAhI E . 4 C Bl iND PLUG jil 3. LOCATE CONTROL VALVE a DRAIN AT LOWEST C r + BUCKNER No 66A GRASS < A HU(.KNER No HIM 1 r BALL CHOCK DRAIN POINT OF SPRINKLER SYSTEM AT PLANTER OR ANGLE VALVEL} . { ___11 REAR OF BUILDING. TO SPRINKLER �l ,I1 4 3/411HOSE BIBS SHALL BE LOCATED AS FR(N�A WATER )- •• '� � , SYSTEM 1/2 BUBBLER SHOWN ON THE PLOT PLAN. PIPE SHALL BE VALVE BOX EA PIT DETAIL SEHVICEi ,� HEAD (TYPICAL) 3/4" IN DIAMETER AND AS SPECIFIED IN NOT TO SCALE 1'' � NOTE N22 ABOVE.WHERE A COPPER WATER ��, ' � ,,• SERVICE IS INSTALLED,USE SCHEDULE 40 PV.C. FOR BRANCHES TO HOSE BIBBS. I PIPE SHALL BE INSTALLED BELOW LOCAL DESIGN FROST PENETRATION. DRAINS AS IN SECTION -A-A SECTION AA SHALL BE INSTALLED IN LOW CONTROL VALVE DRAIN DETAIL POINTS OF PIPING TO THE HOSE BIB LOCATIONS IN ORDER TO PROVIDE EFFICIENT DRAINAGE NOT TO SCALE OF THE LINES. 1/2" BUBBLER HEAD TYPICAL r i I i l 3 4 I I 3/4 1 I 1 T L. /2 /2'' BUBBLER HEAD TYPICAL I a 3/4' 2 12" SIGN PLANTER 31 X 15 3/4" 3/4" z 3/4 ' - - � � ---- --� - — �----.. _. — --- --- — --�--— -----;—--- -- � I SCALE i/4"- I'-0" I 3/4" r-TO SIGN PLANTER STANDARD PLANS SPRINKLER SYSTEM DETAIL /( BURGER ICING CORP. /1 DATE : ',00 NORTH KENDALL DFtIVE MIAMI FLA 33156 3-22-68 DIGNUM ASSOCIATES CONSJLTING ENGINEERS 3-28-68 260 PALERMO AVE. CORAL GABLES FLA 4 -4-66 4_ , SCO T T B. ARNOLD Al A ARCHITECT ERAS 755C HIED PO AD SOUTH MIAM! IFLORIO'Q N O RZ HERt.A